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3926 Saltmarsh Lp 18-906
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181Q0001 BUILDING APPLICATION is 18-10000168 BUILDING PERMIT NUMBER: 18-10000168 DATE: February 28, 2018 UNIT ADDRESS: SALTMARSH LOOP 3926 LOT 37 17-20-31-502-0000.0370 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: c2 J SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS, APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3926 SALTMARSH LOOP / LOT 37 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD PASingle Family Housing 5,000.00 1.000 dwl unit 51000.00 00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL {/ ISSUANCE OF A BUILDING PERMIT. (f PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW O MUST MEET THE REQUIREMENTS OF THE COUNTY LAND EVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, n V N oQ THISSTATEMENTISNOLONGERVALIDIFABUILDINGPERMITISNOTD ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 0 THIS INSTRUIDENT PREPARED a aY1y QyName: StarllBht Homes Florida, LLC Addresa:lQ G1e 2v oBlvd Suite 124 lake Marv. FL 327b8 NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOYr SEMINOLE COUNTY CLERIC OF CIRCUIT COURT h COMPTROLLER BK 9074 P9 1257 (1P9s) CLERK'S : 2018016833 RECORDED 02/13/2013 10:59:03 All RECORDING FEES $10.00 RECORDED BY lidevore Permit Number. Parcel ID Number. 17-20-31-502-0000- oZ-10 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. PR 81 Pas 93-102 Lot 2)1 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 Of other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA Address, In addition to himself, Owner Designates NA of To receive a copy of the Uenors Notice as Provided In, Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless adifferentdateIsspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART• I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties f perjury, I declare that I have read the foregoing and that the facts stated In it are truetothebemykwiedgeandlief. r6lgnohaa Ownefe Printed Name rlodde Statute 713.130)(9):'Th6 owner must sign the WNW of commencement and no one else may be permitted to dan in his or herstaad.• State of y County of The foregoin Instrume was a nowledg before me this 1[Nay of 1 20-L$ by I Name or person maldr a statement • Who LS personally known to me OR who has produced Identification type of Identification produced: Sheyne Mengel' NOTARY PUBLIC STATE OF FLORIDA Cornms GG113111 Notary blgneture Expires 6/2112021 00 t C Q r y O ry V r' T 5 f nr . •. rij•- r w0 zL a"z i CC us W V Lj Q V1 mQ iV = FES I g 016 I ` CITY OF RANFORD rZBUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: % a- 9 010 Documented Construction Value: S O 2019H5"o Job Address: 39a(o SAvarvYti yz" z-xvOmr-k Historic District: Yes No Parcel ID: 17-20-31-502-0000- O 3-1 O Wyndham Preserve Lot 5-i Residential ® Commercial Type of Work: New® Addition Alteration ll Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 407- 708-0161 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407- 647-3700 Fag: 407-647-0700 State License No.: No CGC1522347 Architect/ Engineer Information Name: Mulhem & Kulp Phone: 215-046-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of aU laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of tbat date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 , 1 L;3Wt> 3E)S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional permits required from other governmental entities such as water... . management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of ontractor/Agent Date Robert Willets Print Contractor/Agent's Name e1 Signature of No -State Q a NOTA Y ppablu STATE OF F1ORDA 0 Comm# GG 311 l ONCE \0 ExP1fes roa1 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Rr Electrical 0 Mechanical a Plumbing[? Gas Roof Construction Type: %46 Occupancy Use: F-3 Flood Zone: X- 5 ct Total Sq Ft of Bldg: 2 % 1 S Min. Occupancy Load: 11 of Stories: New Construction: Electric - # of Amps 15b Plumbing - # of Fixtures t Fire Sprinkler Permit: Yes No 9 # of Heads APPROVALS: ZONING: 16 400 UTILITIES: COMMENTS: ENGINEERING: M G 3- -2ete FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 52.5 0/9 Nkl Od 4nej - U, CrL Fire Alarm Permit: Yes No@ WASTE WATER: BUILDING: SF : -a- lR Revised: June 30, 2015 Permit Application LACfBUIc, t'. fit,: CITY O SANFORD G FIRE PREVENTION PERMIT APPLICATION Application No: % a_ 9 ®9y Documented Construction Value: S 10 -13 12 0 Job Address: ZSgV .,-k Historic District: Yes No Parcel ID: 17-20-31-502-0000- O Z-1 O Wyndham Preserve Lot 5-7 .Residential ® Commercial Type of Work: New ® Addition Alteration 11 Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 :Fag: 407-647-0700 Email: Shayne.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: •407-647-3700 Street: 1064 Greeriwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA 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 TEE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITS 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 perfonned to meet standards of all laws regulating conAmcdon in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of tbat•date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTIC&Iln addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional permits required from other governmental entities such as water_... ..... management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pemit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Omer/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID DN-Na At Signature of ntractor/Agent Date Robert Willets Print Contractor/Agent's Name el Signature of No -State a NOTA pX)241CY SATE Or. r- 3R OA 0 Comm# GG 12021 a/Te/e1 Expires 62 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: Af Z-79 /&' WASTEWATER: 14;i3 BUILDING: Revised: June 30, 2015 ___ Permit Application_.._. ... _ p ri City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax- 407-647-0700 Email: shayne.mange)@starlighthomes.com Property Address: 3926 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0370 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: FOR 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) 10M. CA SEO LY 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# 18-906 Reviewed by: Michael Cash, CFM Date: March 1, 2018 Application for Paved Driveway, Sidewalk or Walkway(J l` Including Right -of -Way Use & 9 9 Y F!17- Landscaping in Right -of -Way Mww." n1ordfLVv 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 driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right -of --way and use shall be provided or application could be delayed. Callbdorerwft 1. Project Location/Address: 59 a(o 1 mt*-Cr81n Low. Sa ns oad T-L- 3 a-1-13 2. Proposed Activity: Q Driveway M Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted by: ProPertY Owr> er Signature: ic 0,Print Name:lCJ. Kr^r^kf- Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Sheyrre.manael@sramgMlromes — Date: a - l a • 1 R 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 installatiorYmprovement 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 Requestors 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 councllpersons, 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 a derstand the above statement and by signing this application I agree to its terms. Signature: Date: A -I a -1 1? This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering L4A J Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 ROW Use LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a-Ia-119 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): BY The specific permit and application for work located at: IlSbeet Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this jaday of l j 200_, by Robert Willets who is ljYpersonally known to me or o who has produced as identification and who did (did not) take an oath. Shavne Mangel Signature i NOTARY PUBLIC jrATE OF FLORIDA Comm# GG113111 c-E 11P Expires 6/21/2021 Rev. 08.12) c1%2 Print or tWe name Notary Public - State of _ Commission No. My Commission Expires: REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Wyndham Preserve - Lot 37 Project Address: 39a1(o mat 7ls.ra.h 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. S. TUG approval is for service and outside GFCI outlets only. 9. Cbeck witb the local jurisdiction for fees associated witb tugs. Print N Owner/Tenant K Sipatlire of wner/Tenant Robert Willets Print,Name of Gen. Contractor PL — Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: dt Ecs lc rbroy, Print Name of El. Contractor Signature of El. Contractor El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02/10/15) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Forniboard 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 v I Sj 2W;.'Z,4AEN*. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 7 111 - - - - - - - - - - - - M Min Max Inspection Description io Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 r FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 37 - 1412 UL Builder Name: Starlight Homes Street: 3926 Sallmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number:#1 9 06 USANFORDOwner: t A. Jurisdiction: CA 146 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(1563.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft2 b. Frame - Wood, Adjacent R=13.0 238.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1412.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1412.00 ft= 6. Conditioned floor area above grade (ft') 1412 b. N/A R= R' Conditioned floor area below grade (W) 0 c. N/A R= fl= 11. Ducts R R' 7. Windows(153.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 a. U-Factor: Dbl, U=0.34 105.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 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: 3.614 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1412.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft° b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0,108 Total Proposed Modified Loads: 47.53 PASSTotalBaselineLoads: 47.76 1 hereby certify that the plans and specifications covered by Review of the plans and STq E' this calculation are in compliance with the Florida Energy specifications covered by this O T14E p Code. calculation indicates compliance yu„i'% _ _ -' •++ PREPAR D BY: - v' with the Florida Energy Code. Before construction is completed nn,`'•• ;',•=';, O lDATE: -I 8 this building will be inspected for il a compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. ! COp yy-E OWNER/AGENT _ BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/19/20181:56 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 37 - 1412 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1412 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 37 Wyndham 3926 Saltmarsh Loop Seminole Sanford , FL, 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1412 13131.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1412 13131.E Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 142 ft 0 1412 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1579 fl' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1412 fl' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1412 N' 0.1 Wood 1/19/2018 1.56 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Omt Tp WaIIJ_ype R-Value Ft In El In Area R-VaIUP Fraclgon Ahsnr Grad 1 S Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 49 9 9 4 464.3 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 54 9 9 4 511.0 ft' 0 0 0.6 0 5 N Garage Frame - Wood Main 13 25 6 9 4 238.0 ft' 0 0 0.01 0 6 S Exterior Concrete Block - Int Insul Main 4.1 15 0 9 4 140.0 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 39 3 6 10 20.5 ft' 2 N Wood Main None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.58 0.25 N 48.0 ft' 9 ft 4 in 1 ft 0 in None None 2 S 6 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 It 0 in 1 It 0 in None None 3 E 2 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 It 0 in None None 4 W 4 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 421 ft' 421 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1532 84.11 158.17 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBlu/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 0.75 1 sys#1 1/19/2018 1:56 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 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 Handier TOT OUT QN RLF Heat Cool 1 Attic 6 282.4 ft Attic 70.6 ft' Prop. Leak Free Main cfm 42.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingan Feb Mar r Ma X Jun X JUI AugX Se Oct Nov Dec Venting Jan JXJ Feb Mar JAApr May Jun Jul JXJ Aug Sep X Oct Nov 1XI Decl HERS l Thermostat Schedule: 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 45 0 0 1 - Electric Heal Pump 1 - Central Unit 1/19/2018 1:56 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3926 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' b. Frame - Wood, Adjacent R=13.0 238.00 ft' 3. Number of units, if multiple family 1 c. N/A R= 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 1412.00 ft' 6. Conditioned floor area (W) 1412 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.34 105.00 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft' 6 282.4 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.614 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft: a. Electric EF: 0.95 b. N/A R= ft' b. Conservation featuresc. NIA R= ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building oHE ST Construction through the above energy saving features which will be installed (or exceeded) ATFO in this home before final inspection. Otherwise, a new EPL Display Card will be completed OF = based on installed Code compliant features. s a r ." 0 Builder Signature: VADate: :)AV Address of New Home: City/FL Zip: La.i coo We Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 1:56 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 37 - 1412 UL Builder Name: Starlight Homes Street: 3926 Sallmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL. Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation iceiling/soffit nsunanydroppedppceilin9theinsulation 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 crawispace 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 spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover clates and walls or ceilinus, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/192018 1:56 PM EnergyGaugeO USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 37 - 1412 UL Builder Name: Starlight Homes Street: 3926 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1412 sq.ft. Cond. Volume: 13132 cu ft. Envelope Leakage Test Results Regression Data: Chi n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(Q, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 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 lest, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Oe--TtiE S7.41, Cc nIV.. / a t9 6,ar1 rL_ 13. 4 oD WTI 1/19/2018 1:56 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ... _.. _ Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 37 - 1412 UL Builder Name: Starlight Homes Street: 3926 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1412 House Duct Total 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 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: O,-TNE STgT Ise prfit WE s „`= n 1/19/2018 1:56 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 ryecProtSummary Job: Starlight -Wyndham Pre ft... wrightso' Date: 411412017 Enure House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 40T-OW3729 Email. GRennef(penergysirpom Web: www.energyairt:om For: Lot 37 - 1412 UL, Starlight Homes 3926 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AR FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14087 Btuh Structure 13818 Btuh Ducts 3499 Btuh Ducts 4760 Btuh Central vent (45 cfm) 1272 Btuh Central vent (45 cfm) 868 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18858 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19446 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1836 Btuh Ducts 977 Btuh Central vent (45 cfm) 1332 Btuh Heating Cooling Outside air Area (ftz 1411 141 I Equipment latent load 4146 Btuh Volume (ft') 13125 13125 Air changes/hour 0.31 0.16 Equipment Total Load (Sen+Lat) 23592 Btuh Equiv. AVF (cfm) 68 35 Req. total capacity at 0.75 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 470F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 34 OF Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-19 13 57:00 wrightSoft• Right -Suite® Universal 2017 17.0.28 RSUD2534 page 1AM ... Specific\Wyndham Preserve\Lot 37 - 1412 UL.rup Calc - W8 Front Door faces: E Manual S Compliance Report Job: Starlight -Wyndham Pre... wrightsoft- P P Date: 4/1412017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-8863729 Email GRenner@energyaircom Web: www.energyair.com For: Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Lot 37 - 1412 UL, Starlight Homes 3926 Saltmarsh Loop, Sanford, FL 32773 Sensible gain: 19446 Btuh Latent gain: 4146 Btuh Total gain: 23592 Btuh Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Actual airflow: 899 cfm Sensible capacity: 20104 Btuh Latent capacity: 6015 Btuh Total capacity: 26119 Btuh Design Conditions Outdoor design DB: 44.2°F Indoor design DB: 70.0°F Model: CH14NB0300000A+FB4CNP030L 103% of load 145% of load 111 % of load SHR: 77% Heat loss: 18858 Btuh Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 152% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 101 % of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 76.8°F Entering coil WB: 63.7°F Entering coil DB: 68.4°F Capacity balance: 34 OF Economic balance:-99 OF 2018-Jan-19 13:57.00 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 page 1 ACCA ... Specific\Wyndham Preserve\Lot 37 - 1412 UL.rup Calc = IYU8 Front Door races: E Duct System Summary Job: Starlight - Wyndham Pre ft... wrightso• Y Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-OM3729 Email: GRenner®energyair.com Web: www.energyair.com For: Lot 37 - 1412 UL, Starlight Homes 3926 Saltmarsh Loop, Sanford, FL 32773 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.204 / 0.076 in H2O 0.204 / 0.076 in H2O Lowest friction rate 0.129 in/100ft 0.129 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 218 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk FAWDIN-KIT c 3199 102 155 0.145 8.0 Ox 0 VIFx 25.7 115.0 stl FAWFDIN-KIT-A c 3199 102 155 0.251 7.0 Ox0 VIFx 6.4 75.0 FAWDIN-KIT-KIU c 3199 102 155 0.248 7.0 Ox 0 VIFx 12.4 70.0 ba2 h 567 29 16 0.149 4.0 Ox 0 VIFx 22.3 115.0 stl bed2 c 1338 60 65 0.262 5.0 Ox 0 VIFx 8.1 70.0 bed3 c 1336 60 65 0.148 5.0 Ox 0 VIFx 23.4 115.0 stl c0-A h 770 39 20 0.140 4.0 Ox 0 VIFx 31.4 115.0 stl toyer h 2213 113 67 0.129 7.0 Ox 0 VIFx 38.9 120.0 stl laun-A c 949 17 46 0.142 4.0 Ox 0 VIFx 29.2 115.0 stl m bath h 1831 94 43 0.239 6.0 Ox 0 VIFx 10.4 75.0 m bed h 2809 144 92 0.252 7.0 Ox 0 VIFx 6.0 75.0 We h 725 37 20 0.283 4.0 Ox 0 VIFx 2.3 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk stl Peak AVF 360 369 0.129 470 12.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden r wrightSoft' Right-Suile® Universal 2017 17.0.28 RSU02534 2018 Jan 19 1 PageAt I ACCA ... Specific\Wyndham Preserve\Lot 37 - 1412 UL.rup Calc = NU8 Front Door faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox0 899 899 58.8 0.129 644 16.0 Ox 0 VIFx wrightSOW Right-SuNe® Universal 2017 17.0.28 RSU02534 ACCk ... Specific\Wyndham Preserve\Lot 37 - 1412 Ul.rup Cale = NU8 Front Door faces: E 2018-Jan-19 13:57:00 Page 2 AHU Closet AHU Stand lower pantry ceiing to 8' 6WVTR 6CFM Job #: Starlight - Wyndham Preserve Performed for: Lot 37 - 1412 U L 3926 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018Jan-19 13:57:08 am Preserve\Lot 37 -1412 UL.rup E RA UDp arG O 2 to c<`tiT p O 0) l q Iz md&t WYNDHAM PRESERVE - LOT 37 DIIIMNSION NOTE: Proposed building dimensions PLOT PLAN shown hereon are of the exterior. rn v0 WYNDHAM PRESERVE 3 LOT 37 m v Building Setbacks PB 81, PG 93) a Setbacks: Per construction plans for o 0 a 1NYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. SAL TMARSH LOOP m v, Front = 25' 50' RIGHT—OF—WAY PRIVATE ROAD) C 3 Rear = 20' Side = 5' ASPHALT PAVEMENT o v w S 89'40'51" W 555.98' CENTER 7 too 0 UPI z PCP LINE PCP m c S2' CONC EDGE OFPAVEMENTr-1 ioo \ m o PROPOSED APRON N89' 40' 51 E' 40.00' vro 0 o- fro - m v 16.00' p3 PORCH 0 o PROPOSED 1 STORY RESIDENCE LOT 36 1412 ODYSSEY d v ELEVATION - U M GARAGE - LEFT FFE= 30. 2 5.5" 8.0 0 ro a 11 8.0 21.0 A/ LOT 37 PA AREA = D 4, 680 S.F. t 40.00' S89"40' 51 LOT 48 rcr -roof cqui men' LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LB -LicensedusinessBFP-Backflow Preventer Sight Distance Easement S Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point O -Description FP&L-Florida Power do Light P -Plot FFE -Finish Floor Elevation D.B.- Deed Book 10-Water Meter O.R.- Official Records Book PO -Water Valve P.B.- Plot Book Cr-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk m—Electric Box FFE -Finished Floor Elevation Utility Pole CI -Curb Inlet Guy Pole tLight GTI-GroteTopInletPoleP.U. E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OV--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feet VWo -Electric Handhole D.U. E.-Drainage/Utility Easement COP -Clean Out FMGD-MAG NAIL SK do DISKXV04-Imgation Control Valve P.K.- Porker Kolon Nail I; -Sign SIR -Set 1/2" Iron Rod LB7768 WDG-Gate Water Valve SPKD -Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod L97765 11.9-Existing Grade FIP -Found 1 /2" Iron Pipe L97768 a -Blow-off Valve FPKD-Found P.K. Nail do Disk LB7768 `^ _-Drainage Flow Direction FCM -Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 0.2 As-Built/Existin Grade Note: Some items in above leaen may not be a.. icable Description I Date I Dwn.ICk'd I P.C.IOrder No. PROPOSED 5' ct rCONC SIDEWALK 10' UTILITY EASEMENT (P) 5.5' 41 0 O h LOT 38 O 7 LOT 47 SURVEYOR'S NOTES: 0 6o — 9O(0 a. 4 ZONIN DATE 15 Ok to construct single family home with setbacks and impervious area shown on plan. 52.5 *to iwy. 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades Ec 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) e,, r, n±oova:os ktAkl Oayssey - U , CXL BU 101MMG 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. LOT AREA CALCULATIONS LOT = 4, 68D SQ.FT. LIVING AREA- 1,412 SQ.FT. GARAGE = 421 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY = 403 SQ.FT. PATIO = 75 SQ.FT. WALKWAY = 88 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 6t. S X SOD = 2, 224 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.FT. APRON = 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 680 SO.Fr. DRIVEWAY = 516 SQ.FT. SIDEWALK = 288 SQ.FT. SOD = 2, 350 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: . The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "A" DESCRIPTION: LOT 37, according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida V;':••••: `/,f,' e 555 Winderley Place, Suite 109 tv? ' se N "'ba •, i Maitland, FL 32751 A'1 O1NLY Phone: (321) 270-0440 KNOT 1 S Fax: (813) 248-2265 F'Or Pe ng _ Y) Licensed Business No. LB 7768 S GeoPoint Surveying, Inc. es D. LALS6915 Drown: MTP Checked:JDl o P.C.: DataFile:Wissix st-pbt L SURVEYOR g MAPPER N0. S ORIDA PROFESSIONALNOTVAUDWITHOUT THE SIGNATURE AND THE ORIGINAL Date:1/22/18 Dwg:Br=wk=t-laW Order No.: ^ QED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r rt n 7 d d n b C RECORD COPY PALMER ELECTRIC Starlight Homes 1412 LOAD CALCULATION December 12, 2017 I. HVAC LOADS INEC 2014 - 220.82(C)(3) - (4)1 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.50 TON 4.50 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 5.00 KVA 0.67 5.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 10.17 KVA TOTAL LOAD FOR COMPRESOR @ 100% 4.50 KVA TOTAL LOAD FOR AIR HANDLER C3u 65% 3.69 KVA TOTAL HVAC DEMAND LOAD 8.19 KVA 11. GENERAL LOADS (NEC2014-220.82(B)(1)-(4)) LIGHTING 1412 Sq Ft @ 3VA/Sq. Ft 4.24 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 WASHERIDRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER .) _ p O C87V 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) J\LD11vQ 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT SANFORD7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVApFPgR` 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.74 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) r@ 40% 9.89 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(B)) 19.89 KVA HVAC LOADS 8.19 KVA GENERAL LOADS 19.89 KVA TOTAL DEMAND LOAD )NEC 2014- 220.82(A)) 28.08 KVA MINIMUM SERVICE SIZE 117.00 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 415 0,A_F,npIEleetricalc Diagram 1-50-Am p r r124v.- ,%T 24QV Typical . i'1,50, Amp Interior Panel 8_yO6 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B 0J\IDING, Ground Clamp SANFORD FpAR-Rs. Concrete Encased Electrode Lumber design values ar'e in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WP0037 - WP0037 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0037 Model: 1412 Tampa, FL 33610 4115 Lot/Block: 37 Subdivision: Wyndham Preserve Address: City: Sanford State: Flordia Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MITek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# ITruss Name I Date 1 IT1296365BIAl 1/15/18 118 1 T12963675 1 HJ5 1/15/18 12 I T12963659 I AlG 11/15/18 119 J T12963676 I HJ7 . 11/15/18 I 13 I T12963660 I A2 11/15/18 120 J T12963677 J M1 11/15/18 I 4 1 T1 296 6611 A3 1/15/18 21 IT129636781MIG 1/15/18 5 IT12963662IA4 1/15/18 22 IT12963679IV4 1/15/18 6 T12963663 A5 1/15/18 23 IT12963680 V6 1/15/18 7 T12963664 1 A6 1/15/18 18 I T12963665 I A7 J 1 /15/18 19 I T12963666 I A8 11/15/18 10 IT12963667IA9 1/15/18 11 IT129636681BIGE 1/15/18 12 1 T12963669 1 B2 1/15/18 13 1 T12963670 E13 1/15/18 14 T12963671 I CJ1 1/15/18 15 IT12963672 CJ3 1/15/18 16 1 T12963673 1 CJ5 1/15/18 17 T12963674 EJ7 1/15/18 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 18-906 v\SING SANE ORS oFPAR I lot 46 9380 STATE OF -44JZ NA Thomas A. Albani PE No.39360 MITdc USA, Inc. Fl. Cart 6634 6904 Parka East Blvd. Tampa Ft. 33610 Data: January 15,2018 Albani, Thomas 1 of I Job Truss Truss Type Oty Ply WP0037 T12983658 W P0037 At Common 1 1 Job Reference (optional) Builders FirslSOurce, Tempe, Plant (;tty, Florida 33556 a.13g s sep l b zul i mi l eK mousmes, mc. men dan 15 to:53:25 zvt a rage f I D:N9BeziUlzDp53XpK KwxzFz4lTf•ulaZu7FOB8 KIbR6wY2dG RVY4pOgR K?7f93LuVizv41 u ri 8.0.11 I 14.6.0 20.11-5 + 29.0.0 0 1.0.0 8-0.11 6-5-5 6•5.5 8.0.11 10 0 Scale a 1:60.5 5.00 52 4x6 1.5x8 STP = 30 = 30 = 3x4 = 1.5x8 STP = 44 = 4x6 = g 10.6.7 17.11.3 10.6.7 LOADING (psl) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.27 2.12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Verl(CT) 0.58 2-12 584 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.48 Horz(CT) 0.07 8 rVa n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 126lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins. BOT CHORD 2x4 SP No.l BOT CHORD Rigid ceiling directly applied or 5.1.2 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1120/0.8-0, 8=1120/0.8.0 Max Herz 2=-90(LC 17) Max Uplift 2=-302(LC 12). 8=-302(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 2014/1602, 3-5=-1769/1502, 5-7- 1769/1502, 7-8=-2014/1602 BOT CHORD 2-12=-1339/1795, 10.12=-74311229. 8-10=-1345/1795 WEBS 5-10=-474/622,7-10=-402/563, 5.12=-474/622,3-12=-402/563 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=150; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5.0-0 to 14-6-0, Comer(3) 14.6.0 to 20.6-0 zone; cantilever loll and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 = 1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=302, 8=302. WARNING . Vwfry darrlyn pammatem and READ NOTES ON THIS AND INCLUDED MIlEK REFERANCE PAGE MIl•7473 rev. 1003MIS BEFORE USE Design valid 10 use only vA?h Mllekt9 connectors. IRIS design Is based only in= paanelers shown. and Is for an kx#V tlbd boding component. not a Was system. Before use. the building doter must verity the applicability of design lxaanoters land property hcaporate this cfosign Into the ovordl 8lochg Indloated a to buckWng Irxlivkdual buss web and/o chord members only. AddBocil temporary and permanent bracing WOWbuildingdesign. prevent of Is always requked for stability and to Irevont edtgxre vltm possible personal W W and Property danagu. For gemd guidance regadhg the 6904 Parke East Blvd. fdrk:afk>n slaago. delivery. oecilan and bracing of Inaom s. ures xltsystemseeANSVIPrIQualityCAtefb, DSB-89 o W SCSI Building Component Tonpo. t. 33610 I 9019ly INormoften ovaUoblefrombusRoleIns9Mo. 218 N. lee Slreel. Suite 312. Aloxandno. VA 22314. Job Truss Truss Type Oty Ply WP0037 T12963659 WP0037 A1G Hip Girder 1 1 Job Reference o Uonal Dulluel5 1`11blovuluu, 1 0111va, ram Vlly, r.w.. JJ,7vv 5.00 FIT Sx8 = 2x4 II See = Sx8 = 4 19 20 5 21 22 623 24 25 7 Scale c 1:61.6 1.Sx8STP= le 1r 26 27 10 28 29 15l" 30 31 13 1L II l.SX$STP= 3x6 = 20 11 30 = Size = 30 = 1.5x8 STP = 20 11 30 = 2x4 11 6x8 = 3x4 = LOADING (psl) 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 FBC2017fTP12014 CSI. TC 0.75 BC 0.72 W B 0.68 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) -0.10 16.17 >999 240 Vert(CT) -0.19 16.17 >999 180 Horz(CT) 0.05 13 We n1a PLATES GRIP MT20 2441190 Weight: 148 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc puffins. 4.7: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-4.4 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 6.13 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1249/0.8-0, 13=3241/0.8.0, 9=-162/0-8.0 Max Harz 2-46(LC 32) Max Uplift 2=-420(LC 8), 13-1082(LC 4), 9=-347(LC 19) Max Grav 2=1257(LC 19), 13=3241(LC 1), 9=171(LC 17) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2497/826, 3.4=-2330/821, 4.5-21001763, 5.6-2099/763, 6.7=-508/1648, 7-8=-336/1214, 8-9=-317/1014 BOT CHORD 2.18=-742/2225, 17-18=-742/2225, 16.17=-687/2155, 14-16=-266/877, 13-14=-266 877. 12-13=-1068/376, 11-12=-911/327, 9.11=-911/327 WEBS 4-17=-85/559, 7-13=-1411/553, 7-12=-105/364. 8-12-347/127, 6.13=-2987/1043, 6.14=0/381,5-16=-511/317,6-16=-47611474 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever let and right exposed ; end vertical left and flight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=Ib) 2=420, 13=1082, 9=347. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0-0, 105 Ib down and 107 Ib up at 9-0-12, 105 lb down and 107 lb up at 11.0.12, 105 lb down and 107 lb up at 13.0-12, 105 Ib down and 1071b up at 14.6.0, 105 lb down and 107 lb up at 15-11-4, 105 lb down and 107 lb up at 17-11.4, and 105 lb down and 107 lb up at 19-11.4, and 200 lb down and 202 lb up at 22-0.0 on top chord, and 320 lb down and 109 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13.0.12, 81 lb down at 14-6-0, 81 lb down at 15-11-4, 81 lb down at 17-11-4, and 81 lb down at 19.11.4, and 320 lb down and 109 lb up at 21-11.4 on bottom chord. The desigrllselection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) of back (B). LOAD CASE(S) Standard 0 WARNING. Yerlly doWgn parameters and READ NOTES ON TMS AND INCLUDED AATEK REFERANCE PAGE M67073 row. 1411011MI8 BEFORE USE Desl-,prr valid for use only vAth Wlek® connectors. this doslgl Is bayed oNY t4Y-ln psa metefs shown. and Is for an Indlvkhtd building component, nol a Inns systorsl. 9elore use. the lxAdng deslgfur mtnt verity the appacd>olty or doalgl p icanuten and poperly locorrwrato this daslgn Into that overall bratlilg design. Racing Indicated Is to prevent bucidkV of IndivkArol Inns web and/or chord moinbon orgy. Additional temporary and permanonl bacing MiTek' h always rogWed for slab61ty and to pevent collage vAth posdAe personal k*" and property dunage. For gofxnd Guidance regarding Me tabrlcatlon. storage. del". erection and bracing of mtswi and Ines systems ye;ANSVTPI I eua9ty Criteria, DS111-4119 and IlCS1 Wailing Component 6904 Parke East 13W. safety Informatlon ovalk"o from Uus Rate ilstllute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Terrps. FL 33610 Job Truss Truss Type Gry Ply WP0037 T12963659 WP0037 A1G Hip Girder 1 1 Job Reference (optional) WHOM F116Ibource, I ampa, man1 txy, monoa 33J66 a.i3e s aep io zui i twit r on muumnub, iris. men -ion r, moxcr ev io ruye c ID:N9BeziUtzDjj53XpKKwxzFz4lTf-g2iKJpGgflaNgkGJITfkW wdTiCMToseycNg7Zazv4ls 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 (Ib) Vert: 4=-153(F) 7=-153(F) 15=-58(F) 17=-320(F) 12=-320(F) 19=-105(F) 20=-105(F) 21=-105(F) 22— 105(F) 23=-105(F) 24— 105(F) 25=-105(F) 26-58(F) 27=-58(F)28=-58(F)29=-58(F) 30=-58(F) 31=-58(F) Q WARNING- Verity degpn pw mstwv and READ NOTES ON THUS AND WCLUDED MTTEK REFERANCE PAGE M/F7473 rev. 1093MIS BEFORE USE Design valid for use oily vAth MlleW connoclors. 1Ms deslpn Is ixned only upon pwamaten shown and Is fa an ixllvkhxll h ilding component. not a hus wplem. Belore use, the Wildling dodgier must verify the apillcutAlty of de4gri pmainelcrs and properly incorporate it* doslon Into the overall IxddkV design Brachg Indicated Is to prevent buckling of hidlvadrdi him web and/or chord memWn only. Additional temMM and potmaent brackV MiT®k' Is always io"ed for stability and to peveni colla;xe vAth powflole porsorid Infury and Ixopedy damage Fa general gsidoice iegaidiig Ire fabrication slorogo. delWM. eiectlon and txackig of tnmos and mass systems. secANStMI I Quality Cdledo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informotlon avallahle Dom hug Plate Institute. 218 N. lee Sheet. Stile 312. Alexaidrlo. VA 22314. Tanga. FL 33610 Job Truss Truss Type Oty Ply WP0037 T12963660 WP0037 A2 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Wait Industries, Inc. Mon Jan 15 14:53:28 2018 rage 1 ID:N9BeziUtzOjj53XpKKwxzFz4lTf-IEGiX9HJU3iESurVDBAz38AiOch9Xl16r 1 aY60zv4lr rt•0 0 5 8.11 e 0 0 14.6.0 20 0.0 23-3.5 29.0.0 30.0•Q 100I 5.8-11 l 3 35 5-6-0 S6 0 l 3-3.5 58-11 496 = Sole a 1:51.5 4x6 = i.A80 0. 1 - _ .._.._ _ .. 3x8 = 2x4 I I 3x4 1.Sx8 STP = US = US = Fgi:H LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.51 BC 0.82 WB 0.73 Malrix-SH DEFL. in Vert(LL) -0.16 VeA(CT) -0.34 Horz(CT) 0.05 Qoc) Well Ud 2-14 >999 240 2.14 >724 18D 8 n/a rUa PLATES GRIP MT20 244/190 Weight: 138lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.10-12 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=B86/0-8.0, 8=524/0.8-0, 10=830/0.8-0 Max Horz 2=-58(LC 13) Max Uplift 2=-248(LC 8), 8=-182(LC 9), 10-164(LC 8) FORCES. (lb) - Max. Comp./Max Ten. • All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-1531/1110, 3.4=-1285/904, 4.5=-1156/866, 5.6=-411/461, 6-7- 487/471, 7.8- 739/674 BOT CHORD 2.14=-944/1362, 13-14=-629/1137, 11-13=-629/1137, 10.11=-447/620, 8-10=-447/620 WEBS 3.14= 262/399,4.14=-182/297, 5.11=-9031542,7-11=-253/393 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh, BCDL=3.Opsf; h=15tt; Cat. II; Exp C; Encl., GCp1=o.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exlerlor(2) 5-0-0 to 30-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-D-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=248, 8=182, 10=164. 0 WARNWO. V*rfly ~gn par4m Iw# and READ NOTES oN rH6 AND 6ICLUDED MREK REFERANCE PAGE MIF7473 mv. 189MI S BEFORE USE. Design valld foi use only vAth Milek® connector. This design 6 basod ordy upon paaneten shown, and Is foi as Individual budding component. nol a in= system. Bolero rae. the IxAdnp designoi must verity Iho g7p0cablity of design pararrelers and piopeily I ncoilwiato 0% design Into the overall bulk& g design. 9aekV 6ndlcoted Is to pevenl bucWV of Individual Ifuss web and/or chord moinbers orgy, Addilkval lempoiay and permanent beaekng Welk' Is atvlays iegL*od fo stability and to pevanl collgrso with possible porsoxl Wray and lxoperty donago. poi gerneral guidance regarding We k"Icallon, stooge. dellmy, erection and hicicfnp of Irises and truss syslems. seoANSI/1PI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Pork* Eos1 Blvd. Safety Information ovalklblo tom bus Plate enslllule. 218 N Lee Sheol. Suite 312. Alexandria, VA 22314. Tomp*. FL 33610 Job Truss Truss Type Oty Ply WP0037 T12963661 WP0037 A3 Hip 1 1 Job Reference (optional) uumer6 Firsibource, I ampa, mans city, Flonca j;smo v.tJu s oep io evi t mi a ex mousnies, im. monde" io iq:ao:ov zv io rage i ID: N9BeziUtzDp53XpKKwxzFz4lTf-EdNSxrJZOgyxhC_uLcDRSZFzGPOQ?KAPJL3fAvzv4lp rl•a0 6.6.5 11•a0 /8.0.0 22-5.11 29-a0 ata 1.0.01 6-6.5 4.5 11 7•0.0 4-5-11 6.6.5 1•a0' Sx8 = 4x6 = Scale = 151.6 g 1.Sx8 STP= ,o " - 0 1.54 STP= 3x8 = 20 li 3x4 = 3x4 = 3x8 = 20 II 34 = 8 8 5 11-0-0 18-0-0 22.511 + 29.0.0 ass a -an 7•0.0 4.&11 6.6.5 Plate Offsets (X.Y)-- 12:0-4-2.0-1-81.14:0-5 12,0.2.81,17:0.4.2,0.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) 0.12 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Verl(CT) -0.26 10.12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 7 Na n1a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 139 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.11.14 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1120/0-8-0, 7=1120/0.8.0 Max Horz 2=70(LC 12) Max Uplift 2=-279(LC 12), 7=-279(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 2136/1387, 3-4=-1701/1133, 4-5-1535/1089, 5-6- 1702/1133, 6-7=-2135/1388 BOT CHORD 2-13-1181/1892, 12.13=-1181/1892, 10-12=-793/1535, 9.10-1088/1892, 7-9=-1088/1892 WEBS 3.12=•435/459, 4-12-193/392, 5.10=-181/392, 6.10=-4351460 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) •1.0.0 to 5-0-0, Exterfor(2) 5-0-0 to 30-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 2=279, 7=279. 0 WARNING • VeiD7 daden paremsrere and READ NOTES ON TNW AND INCLUDED WTEK REFERANCE PAGE 4111.7473 rev. 11100MIS BEFORE USE. Design valid loi use only with MllekV conrioctois. Inls design b based orgy upon parameters dawn. and Is tot an YrdlOdixl hAdbtg component. not a tetra system. Befoie tiso. the btAdbng deslgnoi intisl verify the oriticalAlly, of design rarneten and popery tncorierate II* design Into the ovedl btAdhg design. Bacing trKftuled Is to buckling of IndlvIdual hiss wob and/or chard members only. Addllonal temporvry and pennanenl txm_tng WOWprevent Is always reWied for slab Illy and to riievenl colk4x is wllh pos5"o lersorxl hphy and Ixoperty danage. Foi general gthdaice iogading We 6904 Paike East Blvd. labilcolkxf, storage. delivery, eiectlon and rxocbp of Irises and Inisssyslems. seeANSV1Pl1 OwIlly Ci terlo, DSB-89 and SCSI Building Component Taitpa. FL 336I0SafelyInformallonavailablehornhasPlatehnlltute. 218 N. Leo Shoot. Stile 312, Alexandria VA 22314. Job Truss Truss Type Oty Ply T12963682 WP0037 A4 Hip 1 1 IWP0037JobReference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53-31 2018 Page 1 ID:N9BeziUtzDB53XpKKwxzFz41T1-ipxr9BJBn_4oJMZ4uJkghmo7dpkOkisYX_oDiLzv4lo 0 01 7-7.12 i 13 a0 16.0.0 21.4.4 i 29.0.0 3aa11 1•a0 7.7.12 54.4 3a0 5.4-4 7-7.12 1•ao Sx8 = 4x6 = Scale a 1:51.6 1.54 STP= 1z 11 w a 1.54 STP= 4x6 = 20 II 3x4 = Sx9 = 20 11 4x6 = LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ved(LL) 0.15 2-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.24 2.12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.08 7 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.8.15 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1120/0.8.0, 7=1120/0.8.0 Max Horz 2=81(LC 12) Max Uplift 2=-293(LC 12), 7-293(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2099/1363, 3.4=-1519/1045, 4.5- 1349/1010, 5.6-1519/1044, 6-7-2098/1363 BOT CHORD 2-12=-1143N1854, 11-12=-1143/1854, 10-11=-662/1347, 9.10=-1055/1854, 7-9=-1055/1854 WEBS 3.12=-1/294,3-11-608/565,4-11=-249/367,5-10=-243/368,6-10=-607/565, 6.9=-1293 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0. Extedor(2) 5.0-0 to 30.0-0 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 psi bottom chord live load nonconcuirent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=293, 7=293. 0 WARNING - ywU7 des/pn pnameter s wad READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE 11167477 nor. 1011111M/S BEFORE USE Design valkl fen use onty with Mileke connectois. Rb design B based only upon paonneters shown. and Is la an hddivl" bildtrnp Component, not a Dues system. Betas use. the building dasipnon must verily Ilia ar4AIcob11ity of design parametors and piopoity kncapaalo this design into the overall building design. Boeing lndkalod is to prevent bu Iddling of InclMMKA truss web and/or chord members only. AddlllorKA temponay and pertinent basing Welk' b atwoys ieWiod la sloblilly and to piovent collotme with possible personal Wuy and p o arty damage. Fa General Guidance iogarding Be fabrkotlon. slaoge, ciel". oreellon crud Wacing or husses and truss systems, seeANSVIPI l Quality Criteria, DSB-09 and BCSI Building Component 6904 Parks East Blvd Salary Information ovcDdlo Dom buss Rote Institute. 218 N. lee Shoal. Suite 312, Plexonddo. VA 22314. Terrpo. FL 33610 Job Truss Truss Type Oty Pty T12963663 W P0037 A5 Common 16 1 IWP0037JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.1sU s bep 1a zu1 r Mnex industries, Inc. Mon dan 15 i4:53:32 cefa reUv r ID:N9BeziUtzDp53XpKKvn¢Fz41Tf•S?VDM W KpYHCtxVSHS t FvD_KH2D34T9shmeYmFozv4ln 1.0 Ol 8-0.11 14.6.0 i 20-11.5 2940 300.0 1.0.0 8.0.11 6.5.5 6-5.5 8.0.11 1-0.0 Scale = 1:50.5 4x6 = 1.5x8 STP= = = 3x4 = 331. 5x8 STP= x4 x4 44 = 4x6 = jg 10- 6.7 17.11.3 10.6.7 LOADING ( psf) SPACING- 2.0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Veri(LL) -0.27 8.10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Verl(CT) -0.58 B-10 >584 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.07 8 rVa rVa BCDL 10.0 Code FBC2017/rP12014 Malrix-SH Weight: 126lb FT = 2096 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc puffins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 20 SP No.3 REACTIONS. ( lb/size) 8=1120/0.8.0,2=1120/0-8-0 Max Harz 2=-90(LC 13) Max Uplift 8=-302(LC 13), 2=-302(LC 12) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2.3=-2014/1602, 3-5=-1769/1502, 5.7=-1770/1502, 7-8- 2014/1602 BOT CHORD 2-12=-1339/1795, 10.12=-743/1229, 8-10=-1345/1795 WEBS 5-10=-474/622,7-10=-402/563, 5.12=-474/622,3-12=-402/563 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vas4=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Exterlor(2) 5-0-0 to 14.6-0, Comer(3)14-6.0 to 20-6-0 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 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.0ps1. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except 01=1b) 8= 302, 2=302. Q WARNING- Vorfry design parameters Wit READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A1e•7473 rev. 10111RetS BEFORE USE. Design Wk1 rot use ergy vAth Mlek® con oeloi3. fhh design is Ixised only upon Ipameler3 shown andis loi an hdlMd ual Uuldhtg component, not a tns system. Before too. the Ixbdhg designer mini vedty, the appllcatAlty of d4*,n pcaamotars and property hcorpoiate Ihls design into the overav btAdtrsg design. Macho Indicated h to prevent btrctding of bxlNWuat truss web and/or chord members orgy. Addiltaldi tomporday and permanent Ixacing WOW Is always ieclubed tow stalAlty, and to prevent collapse with posMlo personal Wiry and property damage. For general guidance iegading the fabrbatbrL storage. dolNory. erection aril bracing of trusses and Irtra systems. KKt NSVWII Quality Criteria, DSB-89 and 8CSI Sullding Component 6904 Parke East Blvd. Safety Information avallaU a from truss Plate institute. 218 N. lee Street. Suite 312. Alexandria VA 22314. Torres. FL 33610 Job Truss Truss Type Oty Ply T12963884 WP0037 A6 Hip 1I 1I IWP0037JobReference (optional) Builders FirstSource, Tampa. Plant City Florida 33566 9.13u s sep pa zU1 I Mr l ex industries, inc. Mon dan io 14:5133 zvia rage r I D:N9BezlUtzDp53XpKKwxzFz4lTf-IC3basLRJbKW YfjTOkmOmBIVSdOkCdir?IHJnEzv4lm 1-a01 7•0-10 + 12-6•B 16.5.6 I 21.11.6 I 29•0- aaq 1-0.0 7.0-10 5 5 14 3.11.0 5.5.14 7•0-10 11PO a 5x8 = 4x6 = Sole a 1:51.5 1.Sx8 STP = 1 J n 4 IV v 1.54 STP = 4x6 = 2x4 II 3x4 = 3x4 = 20 II 4x6 = 34 = gl LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.75 BC 0.66 WS 0.45 Matrix-SH DEFL. in Qoc) Well Ud Vert(LL) 0.13 2-13 >999 240 Ven(CT) -0.21 12.13 >999 180 Horz(CT) 0.08 7 We n/a PLATES GRIP MT20 244/190 Weight: 143lb FT = 200,5 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.3.14 oc purtins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=112WO-8-0, 7=1120/0.8-0 Max Horz 2=79(LC 12) Max Uplift 2=-290(LC 12), 7_ 290(LC 13) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2.3=-2128/1386, 3.4=-156WlO60, 4.5=-1391/1029, 5.6= 1564/1060, 6-7=-2128/1386 BOT CHORD 2-13=-1174/1885, 12-13=-1174/1885, 10-12=-693/1390, 9-10=-1081/1885, 7-9=-1081/1885 WEBS 3.13=0/276,3-12=-579/551,4-12=-223/365,5.10=-214/366, 6.10=-578/551,6-9--=75 NOTES- 1) Unbalanced root live loads have been considered tot this design. 2) Wind: ASCE 7.10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h--1511; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Comer(3) •1.0.0 to 5-0-0, Exterior(2) 5-0-0 to 30.0-0 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 100 lb uplift at joint(s) except Qt=lb) 2=290, 7=290. 0 WARNING • vary da4/en pmwWaa and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE 11167477 rov. IMOV2015 BEFORE USE Design valid lot use only YAM Mlclr®connoctors Ills doslgn 6 bacxd only upon parameters drown. and Is toe an Individual buldlrng component, not a truss system. Before use. the building designer into) verily the apptkalAlty of dcslpn pacaneters and property In o;pmato ihk design Into the ovoicil building design. ®actrmg Indicated isprto event brckMV of IndlMuel trssuweb and/or chord members only. Additional temporary aril permanent btic alIngWOW 6 always iegWed pop skdAlty and to prevent collarxe with pos dL4e pxnsorxi k*xy and proporty domaW. Fa genoicA guidance regadIrV itto K4xlcafbn, stocoge, delNocy, erection aril blacblg of Iruses and truss sWloor. seeANSVTPII Quality Criteria. DSB-89 and SCSI Bum" Component 6W4 Parke East Blvd. ' Safely Information ovdlcle Ian Ines Plate Institute. 218 N. lee Street. Sulle 312. Alexandria. VA 22314. Tonpa. i. =10 Job Truss Truss Type Oty Ply T12963665 WP0037 A7 Hip 1 1I IWP0037JobReference (optional) 8u11Gers Firs150uree, I ampa, Plant tarty, monce ;merrier 0.1 IV 5 OUP 1a ev 1 r mn en nlvuauraa, ne;. mvn van 1v r..vv.vv cv,v ray. ID:N9BeziUtzDjj53XpKKwxzFz4lTf-baBL?YNigCaEortr79ocrcygf076gao8ScmOs7zv4lk rl 0 0 5.11.3 I 10 6-8 18.5.8 + 23.0 13 29.0.0 30 0 Q t-0.0 511-3 4.7.5 7.11.0 4.7.5 S11.3 1.0 0 Scale . 1.51.5 5x8 = 4x6 = 1.54STP= 14 1c _ - 1.5x8STP= 3x8 = ac4 II 3x4 = 3x4 3x8 = 20 11 US = LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.83 BC 0.60 WB 0.22 Mairix-SH DEFL. Vert(LL) Ven(CT) Horz(CT) In (loc) Well Ud 0.13 10.12 >999 240 0.30 10.12 >999 180 0.08 7 We rda PLATES GRIP MT20 244/190 Weight: 139lb FT = 200,6 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 4.5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5.0.14 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 4.10 WEBS 20 SP No.3 REACTIONS. (Ib/stze) 2=1120/0.8.0, 7=1120/0.8.0 Max Horz 2=-67(LC 17) Max Uplift 2=-279(LC 8), 7-279(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3-2156/1408, 3-4-1751/1150, 4.5=-1585/1111, 5.6- 1752/1150, 6.7=-2155/1408 BOT CHORD 2-13=-1209/1913, 12.13=-1209/1913, 10.12=-826/1584, 9-10=-1116/1913, 7-9=-1116/1913 WEBS 3-12=-391/439,4-12=-162/396, 5-10=-149/396,6-10=-390/440 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. II; Exp C; Encl., GCpf=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Extedor(2) 5-0-0 to 30.0-0 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 20.0psl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=279, 7=279. Q WARNWO. VaUy deafen perarmters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE A07477 new. 1003,2016 BEFORE USE. Design valkl for use only vAlh Mllak® corvxset x& Tl* desln Is based only upon paromlem shown, and is form Incflvldlxi building component. nDl a buss syslam. Before tree, the towing deslgm mull verily the aWk-a billy of dDslgn paraneters cart pope ly IncorWato tits clerign into the overall tx/dng doslgn Racing IrxAcaled h to provenl buckikV of lexIbMuDl truss wab and/or chord memo an only. Addtlonal temporary and permanent beactng WOW Is always iogrdred for slablllly and to prevent caltalxre vAlh powll)le personal " and properly damage. for general gridasce regadng the fatAcallorl, storcrgo, cfolle election and brocteV of inrssos o W lnm systoin% soeANSI/1PI1 OuaOly Criteria. DSB-69 and BCS1 Building Component 6904 Parke East Blvd. Safety Information ovdlable from buss Plato Institute. 218 N. toe Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12963666 WP0037 AS Root Special 1 1 IWP0037JobReference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 5 Sep 15 2017 MITOK Industries, Inc. Mon Jan 15 14:53:36 2018 P US = Sx12 = US = Scale a 1:52.4 1.5xeSTP= jd _ "' 1.SxeSTP= 3x4 = 4x6 = 3x6 3xe = 3x6 = 3x8 = LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017fFP12014 LUMBER - TOP CHORD 20 SP N0.2'Except' 5.6: 20 SP No 1 SOT CHORD 2x4 SP N0.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1120/0.8-0, 8=1120/0-8-0 Max Harz 2=-67(LC 13) Max Uplift 2= 275(LC 12), 8-331(LC 13) CSI. DEFL. in loc) Well L/d PLATES GRIP TC 0.97 Ven(LL) 0.17 12 >999 240 MT20 2441190 BC 0.79 Ven(CT)-0.2910-12 999 180 WB 0.49 Horz(CT) 0.09 8 Na n/a Matrix-SH Weight: 141 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. WEBS IRow atmicipl 5-10 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3-2267/1904, 3-4=-2026/1572, 4-5— 2306/1849, 5.6-1767/1466, 6-7=-1926/1506, 7. 8-2115/1734 BOT CHORD 2-13=-1691/2049, 12.13=-998/1558, 10.12-1310/2068, 8-10=-1479/1892 WEBS 3-13=-321/559, 4-13=-27W66, 4-12=-946/1279, 5-12-1013/893, 5-10— 331/323, 6- 10=-252/464,7.10=-171/400 NOTES- 1) Unbalanced roof 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.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5-0-0 to 10-6-0, Comer(3) 10-6-0 to 26-5.8, Exlerlor( 2) 26-5-8 to 30-0.0 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 pst bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2= 275, 8=331. 0 WARNING. yartry deaden panrmtatr and READ NOTES ON THIS AND INCLUDED AlfTEK REFERANCE PAGE NO-7473 rna TO MMIS BEFORE USE Design valid lot use orgy vAth NUIeM conrwclots. Irgs deslgn is tamed orgy upon paamelem mown. and b Nor an bidMdual taladtng component. not a Rtm system, Before use. the btgc*V doslgnor mtat verity tho applicability bilityof dtalpi "aanelon and properly hcotpololo fhb down Into Ito overall building design. Bracing trtdcafed Is to txevonl bucrding or Individual truss web and/or chord members orgy. Additional temporary and permanent braClrtp M iT®k' h alvi" required for stability and to prevent collartx a vAm possible Personal "and Ixop" damage. ran general guk$cme regarding mo laairlcaflm starago. Milvery, erection and bracing of truces and taus systems. weMSVMI Owlity Criteda. D511-89 and SCSI Suildhi; Component 6004 Parks East Blvd, Safety Information avaDdlle Rom Trim Plate Institute. 218 N. too SRoet. Stile 312, Adexarnadm VA 22314. Tampa. FL 33610 Job Truss Truss Type Qry Ply WP00J37 T12963667 WP0037 A9 Roof Special 1 1 Job Reference (optional) Bualfers Histbource, Iampa, Plant Lary, Iona 33oti6 V.1JU 5 *Up]* eV r mI IeR meusules, mc, moss don ro Iq;W;jr CV 10 raye I ID;N9BeziUtzDp53XpKKwxzFz4lTf-Xzl6PEOyMggyl Hi EFar4wl 17SEpz8NPQW WFXw?zv4li 1•0 0, 5.6.4 10.6.0 14-5 8 22.5.8 29.0.0 30 0 Q ii-0.0 5.6.4 4-11.12 3./1-8 8.0.0 } 6.6-8 Scale a 1:51.3 06 = 1.Sx8STP= 3x4 = ,. q _ 3x8 II US 3x8 Sx8 = 10 9 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS1. TC 0.94 BC 0.58 WB 0.66 Matrix-SH DEFL. In (loc) Well Ud Ven(LL) 0.11 12-13 >999 240 Ven(CT) -0.19 12-13 >999 180 Horz(CT) 0.02 10 We We PLATES MT20 MT20HS Weight: 143lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing, Except: 7- 11: 2x6 SP No.2 8-8-11 oc bracing: 12-13. WEBS 20 SP No.3 WEBS 1 Row at mldpt 6.12 REACTIONS. All bearings 8-8-0 except (jt=length) 2=0-8-0, 10=0 3.8. lb) - Max Harz 2=-67(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 7, 10 except 2=-219(LC 12), 9=.384(LC 13) Max Grav All reactions 250 lb or less at joint(s) 7, 10 except 2=791(LC 1), 9=1272(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1368/1166, 3.4_ 1159/1015, 4.5=-118&1092, 5-6=-1011/879, 6.7=-453/664 BOT CHORD 2-13=-965/1204, 12-13=-447l780, 10.12=-617/626, 9-10=-617/626, 7-9— 552/572 WEBS 3.13=-283/465, 4-13=-355/440, 4-12— 378/473, 5-12=-777/780, 6.12=-1302/1726, 6. 9— 1202/1057 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. II; Expi C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exlerlor(2) 5-0-0 to 10-&0, Comer(3) 10.6.0 to 28-5-8, Exterlor( 2) 28-5-8 to 30-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf on the bottom chord In all areas where a rectangle 3-&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) 7, 10 except 01= 1b) 2=219, 9=384. Q WARNWG . Vedly dodyn peremelore and READ NOTES ON THIS AND WCLUDED WTUK REFERANCE PAGE dD,7473 rev. 1=302016 BEFORE USE Design valid for use only with Mllek®conrwctors. n* design b based only upon Iraotrtelers stsov4n, aid h to an Indivi" budding component no, a D1m system. Belore use. The Mdding designos must verily the app0cabliry of design pmamefeis and property I ncorposote fNr design into the overall 1AAdng design. Bracing Indkoted Is to prevent buelding of Individual in =web and/or chard members only. Additional temporary aid pemratenl Mating MiTek' is always iectuDed for stability and to prevent collapse with possible personal alltey and properly damage. For general guidance iegadng the faMk0110rt. stooge. delNory, election and MocDlg of Mines and InuS systems, seeANSI/iP11 Quality Criteria, OSS-89 and 6CSI Building Component 6904 Parka East Blvd. Safety Infamotlon avallcible Dom Truss Rote InstlMe, 218 N. lee Street. Suite 312. Alexandrim VA 22314. Tompa. FL 33610 Job Truss Truss Type Oty Ply WP0037 T12863668 WP0037 B1GE Common Supported Gable 1 Job Reference (optional) Builders FOSISOUr66, Tampa, Plant vmy, Florlda 335bb v.1.7V s oup ra zu i r mr i en inuusmes, Pm. mull Jail ,a ,+.;;.wv cv,o ray. , ID:NBBezIUtzDjj53XpKKwxzFz4lTl-TMOsgwOCuR4gGaAdM?1Y7S7gC2dgcO3jN Eke?uzv4lg 1.0.0 10.6-0 21-0.0 22.0.0 , 1d0 I 10-6.0 10.6.0 1.0.0 Scale = 1:36.9 06 = 30 — 23 22 21 20 19 18 17 16 15 14 30 — 30 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) 0.00 12 rvir 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Verl(CT) 0.00 12 Mr 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) O.OD 12 rt/a We BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 99 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 SOT CHORD 20 SP N0.2 OTHERS 20 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-0-0. tab) - Max Horz 2=-67(LC 13) Max Uplift All uplift 100lb or less at joint(s) 2, 20, 21. 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 19, 20, 21, 22, 23, 17. 16, 15, 14, 12 FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-72/252, 7.8— 72/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5-0-0, Extedor(2) 5-0-0 to 10-6-0, Comer(3) 10.6.0 to 16.6.0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0pst 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) 2, 20, 21. 22, 23, 17,16,15,14,12. A WARNWO. Verily dndpn penmoten and READ NOTES ON TM ANDWCLUDED IIB7EK REFERANCE PAGE W 7473 ray. 1003WIS BEFORE USE Design vdkl for use orgy vdlh Mlleti® conroclos. rh6 design Is based only Upon paaneters shown. and Is for m lrx9V0 td I:Adh1D component. not a him system. Below use. the lx&Sng doslpner mint vo41y, the c"Alcabllly of dedW paarrelers and piopeily Incorporate Ihh design Into the ovordl bidding design. Bating Indicated Is to rxevenf bucM V of hWNkfual lius web and/or chord members only. Adaltlon d lempoiary and permanent brachlg M iTek' Is always iogWrod for skID6lty and to prevent colkVse With pos"o petsond k*jry aid Ixoperty damage. rot general gnddooe regadIng eta Idxlealbn storage. clellvery. eiecllon ancf daeing of laws anal lnm sKlom s, seeANWMI I QuWly Cdlerlo. DSB-89 and SCSI BuUng Component 6904 Parke East BW. Salehy Informatlon avcGWe horn truss Plate Insiltute. 215 N. too Sheet. Sidle 312. Alesaxhfo. VA22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply WP0037 T12983669 W P0037 82 Common 4 1 Job Reference (optional) Builders F1rstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:40 2018 4X6 = Scale a 1:36.9 Ig 3X6 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No.2 WEBS 20 SP No.3 3X6 = SPACING- 2.0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.88 Ven(LL) -0.14 8-10 >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.63 Ven(CT) -0.31 8-10 >787 180 Rep Stress Incr YES WS 0.22 Horz(CT) 0.04 6 We rVa Code FBC2017/TPI2014 Matrix-SH Weight: 95lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5.1-3 oc bracing. REACTIONS. (Ib/size) 2=824/0-8.0, 6=824/0.8.0 Max Horz 2=-67(LC 13) ' Max Uplift 2= 225(LC 12), 6— 225(LC 13) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1601/1471, 3-4=-1335 1136, 4.5=-1335/1136, 5-6— 1601/1471 BOT CHORD 2-10=-1302/1438, 8.10=-583/868, 6-8-1310/1438 WEBS 4-8=-290/481, 5.8=-348/587, 4.10-290/481, 3-10=-348/587 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5.0.0 to 10-6-0, Comer(3) 10-6-0 to 16.6-0 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=225, 6=225. Q WARNING- VaRT design p4mmeren and READ NOTES ON THIS AND MICLUDED MAEK REFERANCE PAGE M67473 rev. 111011M/S BEFORE USE Design valid tot use only vAth Mlfek® eon neetom this design Is Ixaod only uf»en parameters shown. and Is toe an hilly dual bulding component. not a system. syste. Below use. the brAfing deslpnce ental vodry the applIcabAlly of design lxaarpe netersandopoelyhcorpaate this design into the ovepall ridding design. Bracing Indicated 6 to txscMhg of Individual Man web and/or chord members only. Additional temporary and potmanonl bracing MiTek' preventis always te%*ed for stability and to prevent cdtorxe with possBsle personal "and txoperty damage. For general guidance regarding the 6904 Parke Ease Blvd. tatxtcotlons,aage. do ". erection and bracing of trusses and suss sysletm soeANWVI I CtraBry Criteria, DSB-89 and BCS1 Building Component Tompo. FL 33610 BtstelyInlormaxonovclklslofromInnsRatefrallluto. 218 N. too Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0037 T12963670 WP0037 B3 Common 1 Job Reference o tional Buncers Flrsibource, Iampa, viant wry, F Ior10a 33bbb 0.1sV s,ep 10 cu 1 r mi i eR mvusuies, mu. mu" sail ra rv.ascffccv io rays 1 ID:NgBeziUtzDi53XpKKwxzFz4lTf-ux6?TxS58MTE82vC27OFd51?3F W Mp19A3CzlbDzv4ld 3.6.3 10 6 0 17-5.13 21.0 0 0 0 3: 3 6.11-13 6•11.13 3-6-3 5x6 = Scale = 1:36.3 Ig 3x6 3x6 = LOADING (PSI) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.40 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.88 BC 0.63 WB 0.24 Matrix-SH DEFL. in Vert(LL) -0.14 Verl(CT) -0.31 Horz(CT) 0.04 loc) Well Ud 7-9 >999 240 7-9 >788 180 6 n/a Na PLATES GRIP MT20 2441190 Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11.13 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 6=750/0-8.0, 2=827/0-8-0 Max Harz 2=73(LC 16) Max Uplift 6- 196(LC 13), 2=-226(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1606/1513, 3.4- 1340/1168, 4-5=-1352/1233, 5-6=-1621/1589 SOT CHORD 2-9- 1361/1443, 7-9=-643/873, 6-7_ 1400/1465 WEBS 4-7_ 316/485, 5-7=-361/599, 4-9=-284/481, 3-9=-348/581 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5.0-0 to 10-6-0, Comer(3) 10.6-0 to 16-6-0 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qidb) 6=196, 2=226. 0 WARNING- Yalu doden paranWom and READ NOTES ON TNIS AND INCLUDED MIEK REFERANCE PAGE INB•7473 rev. 1419T710IS BEFORE USE Design voild fa use only vAlh MllekV connectors. This design Is txaed only upon paamefers rhMVrL and b for an individual txAdtrlp component. not a tnas system. Belore uso. lho btfidhg deslyner must vodly the applicability of design IXxamelen cold lxopw.'rly incorporate Bib design Into the overall brAdhg design Bracing Indicated Is to pmvant bucM6lg of individual buss web and/a chord membors only. Additional temporary and permanent bracing WOW Is always regaled tow skiAlly and to prevent collapse vAth possble personal k*jry and property damage. row ga nwal gt/dalce wegaidi ng Me falrkatlon slaage. CIO". erection and bracing of tomes and tom systams, sooANSVTPI I Quality Criteria, DSB-89 and SCSI Bultdi ng Component 6904 Parke Ernst Blvd. Safety Information avallohlo born truss Rate i nsllMe. 218 N. lee Sheel. Suite 312. Alexandria. VA 22314. Tampa. t. 33610 Job Truss Truss Type Oty Ply I T12963671 WP0037 CJt Jack -Open 6 1 IWP0037JobReference o tional tsulraers I-irslJOurce, i ampa, Yram lolly, monae 44*oo a. ],IV 5 aep 17 LV n r rvrr r eft 1"au5ere5, rnc. men van r. I Y:,'rp:YJ GV r0 rays r ID:N9BeziUtzDp53XpKKw1¢Fz41Tf-M7gNgHTlygb5lCUObgyUAl HLGf?IYFOJIsirefzv41c 1.0.0 -0.0 1.0.0 f 1 1-0.0 Scale - 1:6.5 20 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Verl(CT) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 51b FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-e-0, 4=9/Mechanical Max Harz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2— 69(LC 8) Max Grav 3=15(LC 8). 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 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=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other five loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" wide will lil between the bottom chord and any other members. 4) Rotor to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. WARNING - Vo117 doden Po~*M and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE 0107473 rov. 100301015 BEFORE USE Design valid lot use only vAlh Mllekl9 connectors. 8ds deWjn Is based only upon parameters shown, and Is la a1 Individual building component. not a Indus sysl0rn. Botote tse. the brOdlrrg dosigtwr must veAly the applicubllly of design mameters and properly Incorpomlo M duslgn Into Ilw overall btAc*V dodgn. Boeing Indicofed Is to buckling of lndI ltKA truss web aril/or chord members only. Addlllorwl temporary and permanent bracing WOWptovent Is always rocttirod for stability and to proven) collapse with possible personal k"y and property damage. For general gtkknee rogadng the 6904 Parke East Blvd. tablicatbn storago. delivery. erection and bracing of frussos and truss syslems, WoANSVIPI I Quality Cdleft, DSB-69 and BCSI Building Component Tarps. FL 33610solelyInformationavailablefrombussRateInstitute. 218 N. too Street. State 312, Alota dda, VA 22314. Job Truss Truss Type Oty Ply W P0037 T12983672 WP0037 CJ3 Jack -Open 6 1 Job Reference o Gomel tsunaersrusibource, Tampa, I-lanr d.lty, 1-1erlaa J4000 0. wv a ovV w cv. r ii.. an 1. -1. ...— .vv.. va" ... ,+.w.ao , ID:N9BeziUtzDjj53XpKKwxzFz41Tf-gJD1udULlzjyNL3a9YTji W gVu3JUHiOSXW SPg5zv4lb 1-0.0 3.0.0 _ r 1.0.0 3.0.0 30 = 1.5x8 STP = Scale. 1:10.8 LOADING (psl) SPACING- 2.0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 2-4 999 18D BCLL 0.0 ' Rep Stress Incr YES WB 0.OD Hori 0.00 3 Iva Na BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0.8.0, 4=26 Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUII=14011ph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jofnt(s) 3, 2. 0 WARNING. Verify dedyn paramatora and READ NOTES ON T1eS AND INCLUDED M/iEK REFERANCE PAGE 1110.7473 my. 100=15 BEFORE USE Design valid for use only w18n Mllelr® connectors. Ihb dash Is based orgy upon paamelers shown. and Is for an hdlvidual building component, not a lit= system. 601010 use. the bit Al ing designer must vedry the applkabliry of deslgi iinelers and papally Inaogxxole #6 design Into the overall bedding design. Rai Indicated Is to prevent txucklI ng of Individual In=web and/or chord members only. Additional lempotary, and permanent biactng WOW Is always ioq*od to stabi and to prevent collapse with possible personal balmy and proporty damage. For General guidance regarding me falrioaflon, storage. delivery. erection and baeing of l ufsos and truss systems saeANSVFNI Cuolly Cdtedo, D$6.89 and 111i Building Component 6904 Parke East 111i Solely Wormollon available from Inns Plate Institute. 218 N. Lee Street. Slle 312. Alexcli VA 22314, Torrpo, FL 33610 Job Truss Truss Type Oy Ply WP0037 T12963673 WP0037 CJ5 Jack -Open 5 1 Job Reference (optional) BU110915 FIrSISoUrCe, Tampa, went Gly, Flonaa 33555 UAW S bep 15 ZU1 / MI I eK Inausines, Inc. Mon Jan 15 14:53:4a LUlt1 rage 1 ID:N9BeziUtzDjj53XpKKwxzFz4lTf-miLVIJVbFbzgclDzHzVBoxvmAsy3lcul_gxVk_zv41Z 1.0.0 5.0.0 5.0.0 Scale = 1:14.9 axe = 1.Sxe STP = 5.0.0 5-0-0 Plate Offsets (X,Y)— 12:0.8-0,0-0.101 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in hoc) Well Ud PLATES GRIP TCLL 20.0 plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WS O.OD Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 200,e LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanicaf Max Harz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=15fl: Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.80 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will 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. WARNING . Vwfly dee/gn per~ere end READ NOTES ON TKIS AND INCLUDED AIREK REFERANCE PAGE A147473 rev. 100Y1015 BEFORE USE Design valkl for use only Wth NYlekb connoeton. This design If based orgy upxn paaneters dxr*Tk and Is for an IrnrgMdral building component not a tons syston. Before tao. Ito b ul"M desigrxh must vodty tho oplAcablity of design paameters and popery Incorporate thb doslgn hto the overall bxOdng design. Brachg I ndlcaled Is to prevent buck bV of kxllvk Md fnrss web and/or chord members only. Addllo nd temporary and permanent txackfU M!Tek' Is always roclubed for sla Ally and to pevent collol se vAlh possble personal kdury and nfoperty, damps. For general guidance regading the 6604 Pmke East Blvd. Wbfballo n, storage, dellvery, cfec6an and Ixachg of iniWA and toss systems seeANSU`TPI I Quality CAlefb, DSB-59 and BCSI Building Component VA22314. Tampa, FL 33610SolelyInformallonavailablefrom (fuss Prole ImtlMe. 21a N. Lee Street. Suite 312, A oxarx/na. Job Truss Truss Type Oy Ply WP0037 T72963674 WP0037 EJ7 Jack -Open B 1 Job Reference (optional) tsulroers mrstbource, pampa, warn wty, Florroa JJOoo o. Iaw aoep to cv•• mn en mvnaw•—,•.— m—van. •a •+.ay. avv ID:N98eziUtzDb53XpKKwxzFz41Ti-EuvuW iW Dou5XEpo9gg00K$Sr8GD4 U38vDUg3HOzv41Y 1.0.0 7.0-0 1.0.0 7.0.0 Scale - 1:19.8 3x8 = 1.Sx8 STP = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.13 2-4 594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.59 Vert(CT) 0.18 2-4 431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We r1/a BCDL 10.0 Code FBC2017/TP12014 Malrix-SH Weight: 23 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=159/Machanical, 2=324/0.8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2— 85(LC 12) Max Gray, 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. Qb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Extedor(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Qidb) 3=102. WARNWG . Vody dodgn Wwwrws end READ NOTES ON TM AND WCLUDED AMK REFERANCE PAGE NIF7473 rev, 1003MIS BEFORE USE Dagm valid lot use orgy vAth Wake connoclors. R* doslpn is bawd orgy upai rxuatnelers shown, and Is lot an kidlNrAral "cling component. not a frtm syMe". aelae uw. the bulk" dnnignen rnusl vo4ly the arVi catiIty of dtnlgn Ixrrameters and Ixopotly lnCanetalo "design Into Ito overall btAding design Bochg bxllcaled Is to prevonl buckling of bxllvkW truss web and/of chord mombors only. Addllonal lompottuy and permanent bilking WOW b always roc lubod low slabilly, and to prevent collapxe vAlh possible personal bduy and propody dmnage. for goreral gtidolce teWcMV the tabricalbrt storage. delivery. woctlon anal baGkV of fumes and him systems, weANSVM I Ouo01y Crlterb, Os6.89 and BCSI BuBdlrtg Component 6904 Parke Ears Blvd. Safety hdormoaon avaffa lrr from trim Plate Institute. 218 N. Lee Sheet. Stile 312. Alexandria, VA 22314. Terrya. FL 33610 Job Truss Truss Type Oty Ply W P0037 T12963875 WP0037 HJS Diagonal Hip Girder a 1 Job Reference (optional) Builders 1`05150Ut66, Tampa, Plant Gity, Honda 33565 0.1 1V 6 pep 15 Zu11 rvn I eK m0usmes, inc. mvn dun to iq:oo:go cv to rays r I D:NgBezlUlzDp53XpKKwxzFz4lTl-j4TGj?XrmCDOszMLOOXftM?BJgfODV22S80cpszv41X 1.5.0 3.6.3 6.11.14 7•Q 2 1.5.0 3-6-3 3.5.11 044 Scale = 1:15.7 2x4 = 2(4 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.19 BC 0.23 WB 0.09 Matrix-SH DEFL. in Vert(LL) -0.01 Verl(CT) -0.02 Horz(CT) 0.00 loc) Well Ud 6.7 >999 240 6-7 >999 18D 5 n/a We PLATES GRIP MT20 2441190 Weight: 29 lb FT = 20°5 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 i REACTIONS. (lb/size) 4=82/Mechanical, 2=315/0-10-15, 5=143/Mechanical Max Horz 2=100(LC 4) Max Uplift 4= 51(LC 4), 2=-103(LC 4), 5=-27(LC 8) Max Grav 4=87(LC 19), 2=315(LC 1), 5=143(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 396/66 BOT CHORD 2-7=-106/357, 6-7=-106(357 WEBS 3.6— 379/113 NOTES- 1) Wind: ASCE 7.10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=1511; Cat. II; Exp C; End., GCpi--0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0.0 wide will 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 wilhstanding 100 lb uplift at joint(s) 4, 5 except 01=11t) 2=103. 6) Hanger(s) or other connection device(s) shall be provided sufliclent to support concentrated load(s) 68 lb down and 85 lb up at 1.4.15, 68 lb down and 85 lb up at 1-4-15, and 25 lb down and 38 lb up at 4-2-15, and 25 lb down and 38 lb up at 4-2-15 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15. and 18 lb down at 4-2-15, and 18 lb down at 4.2.15 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) Q WARNING. Verily deOgn parameter; and READ NOTES ON TM AND WCLUDE17IeREK REFERANCE PAGE 6111,7473 my. 100MIS BEFORE USE Design valkl lot use only with KleM conneclois. Rtls deslgn Is roved only upD n paianeters shown. and k tot an holvidurd building canporont. not a him syslum. Botae tao, rho Ixlldlng designer mtnl vedty the c43NIc Aly c nofdpaiarnoters and properly hcogtototo Rik doslgn Into the eves.' btAdW dostgn. Bracing h 9catod Is to piovonl bucMing of IndlMtral Inm web and/or chord inemlwis only. Addltlornal temporary and permonont Uocing Welk' Is always regtbed for slatAlly and to prevent collapse wrlh possble poisonal"and propory d ffngp. For general gnldance regarding Me kt Alcatbn, storage. dolWry. eiectlon arK1 bracing or inraes and trm systems, seeMSVM I Ouallty Cdterlo, DSB-89 and BCSI Buldirng Component 6904 Parks East Blvd. SWey Worm Ion avallabre Rom Inm Plate hsRtute. 210 N. lee Street. State 312. Alexandria. VA 22314. Tamps, FL 33610 Job Truss Truss Type I ty Ply WP0037 T12963678 W P0037 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) tlwtaers Mrsibource, I ampa, Plant l,fly, rlorloo 1,1000 0. r ow a wy 1 v cv, , nn , on n,uwu wa. ,, . 11-1 .... 1+ a.. — • oVo ID: N9BezIUlzDp53XpKKwxzFz41Tt-fTb08gY6lpT65GW kWoa7yn4U9T19hNBLvSvjtlzv41V 1-5.0 7.0-8 9.10.1 J 1-5 0 l 7.0.8 i 2.9.9 Scale = 1:21.2 16 2x4 = 20 = 2x4 -\ N LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 0.43 BC 0.44 WB 0.17 Matrix-SH DEFL. in Ven(LL) -0.05 Vert(CT) -0.11 Horz(CT) 0.01 loc) Well Lid 2-7 >999 240 2-7 >999 180 5 We n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20°e LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 OC bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 4=14/Mechantcal, 2=445/0-10-15, 5=400 Mechanical Max Horz 2=131(LC 4) Max Uplill 4= 35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. TOP CHORD 2-3-5931161 BOT CHORD 2.7=-206/527, 6-7=-206f527 WEBS 3- 7=0/359, 3.6=-696/272 NOTES- 1) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0. 18; MW FRS (envelope); cantilever left and right exposed; end vertical tell and right exposed; Lumber DOL=1.60 plate grip DOL=1. 60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other five loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 01=lb) 2=145, 5=154. 6) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1.4. 15, 68 lb down and 85 lb up at 1-4.15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1.4.15, 1 lb down at 1.4.15, 18 lb down at 4.2.15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The desigrilselection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Root Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( pit) Van: 1- 4=-54, 2.5— 20 Concentrated Loads ( lb) Vert: 3=- 75(F=-38, B-38) 7-36(F=-18, 8=-18) 8=44(F=22, B=22) Q WARNING. Va-W dealpn pam Wwa and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MO.7473 rev. f045MIS BEFORE USE Design valid for use only vAlh Mllak®conneclors. Ihls dellan Is bcifieclonly r4on paomelers gown. and h for an InUN xi buldtn0 component. not a hum syslem. Bolero use. the IxAldlng doslgner mint vodfy the gXAlcc"1fy of doslgn parcanelefs and property Yncofporole Ihh dasign Into the overall brAc&V dealgn. Macho bnc k:oted Is to prevenl buckling of bxgvkW Irtm web and/of ctwrd momlors onlY• Adclilogt lernpoary aril pennanonl Ixo:brg WOW Is atwoys iogW od for slabllly and to prevent callap5e vAlh possble personal Inluy aril popery dam000. raw gorerd guidance regarding tie foUk:allon, storage. dellveM oiecfton caxl bfaeing of busses and inns systems, aLwANSVTPI I Qualify Cdrerla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety hdormatlon ovaBdble Dom buss Plate bullhile. 218 N. lee Shoet. Sulto 312. Alexoncift VA 22314. TanVe. FL 33610 Job Truss Truss Type Oty Ply T12983877 W P0037 M 1 Monopitch 1 1 IWP0037JobReference o Gonal Builders FlrstSourCe, Tampa, Plant City, Florida 33566 8.130 s sep 1b zo17 MI i ex industries, Inc. non dan is in:53:bz zuld rage i ID:N9BeziUtzDjj53XpKKwxzFz41T1•bsinZMaMgRlgKag7dDcbl C9j3Hy99JNeMmOgydzv4IT 1.0.0 6.6.8 1.0.0 6.6.8 aaxaarr- 3xg = 1.54STP= LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/fP12014 Matrix-P DEFL. in (loc) Vdell Ud Vert(LL) -0.08 2-4 >898 240 Vert(CT) -0.16 2-4 >449 180 Horz(CT) 0.00 4 rda n/a LUMBER- BRACING - TOP CHORD 20 SP No.1 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/slze) 4=216/0.6.8, 2=304/0.8-0 Max Horz 2=128(LC 11) Max Uplift 4=-78(LC 12), 2— 93(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4= 170/409 Scale = 1:19.0 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 2.2.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vutl=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.0psf; h=1511; Cal. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5-0-0 to 6-4-12 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplilt at joint(s) 4, 2. WARNING • VerNy desgn peremsten and READ NOTES ON TM AND INCLUDED UMEK REFERANCE PAGE nta•7073 rev. IGUM/S BEFORE USE, DeslW valkl for use only with MlekV connectors. n* desli Is based only ulon pmamelers shown. and Is for an DndlvkW building component. nol a liras system. below rise, lho Whiling dcslgrm mini vedly the oppikablity of design parcanelets and Ixoperty Incorporate fhb design into the ovemll l"ding design. Brocing Indicated In to prevent budding of IndlvlduKl trim web and/o chord inombers only. AWlkxxA temporary and pennonont bracing M iTek' Is always redplrod for stability and to prevent cotl%xe with poslate personal Injury and property, damage. For general guidance rogardng the fabdCatlol Mirage. delivery. ooction and bracing of trusses and tins systems, seeANSUWI I Cluoaty C4lerlo. D5111-89 and SCSI Wading Component 6ee4 Parks East Blvd. Safety WormoOon avallolAe Dom buss Rate DnIIMo. 210 N. lee Sheol. Salle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oy Ply WP0037 T12983678 WP0037 M1G Hall Hip Girder 3 1 Job Reference o tional aumerS First5ouice, Tampa, viani tay, monda 3365b is. isv s *up i* zv1 i mi r ex mousine5, im. monde" is m;o rao cv i o reye i 1 D: N9Bezi UtzDp53XpKKwxzFz4lTf-32G9mi b_bkrgykFJ Bx7gaPi?bhMrukanbO7N U4 zv41S 1.0.0 5.0.0 6.6-8 1.0.0 + 5.0.0 I 1.6.8 Scale . 1:17.7 3 5x8 _ 20 11 20 = 1.5x8 STP= 5.0.0 1.6.8 Plate Offsets (X Y)-- 13:0-5-12 0-2-81 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Ven(LL) 0.02 2-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Ven(CT) 0.04 2.6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 5 Na n1a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 30 lb FT = 2046 LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 20 SP N0.2 WEBS 20 SP No-3 BOT CHORD REACTIONS. (Ib/size) 5=374/0-6-8, 2=347/0.8-0 Max Horz 2=103(LC 20) Max Uplift 5=-133(LC 5). 2=-115(LC 4) FORCES. pb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-294/66 WEBS 3.6=0/345, 3-5=-423/125 Structural wood sheathing directly applied or 6.0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This thus 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.Ops1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01--lb) 5=133, 2=115. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 87 lb up at 5-0-0 on top chord, and 141 lb down and 54 lb up at 5-0-0 on bottom chord. The design/sefection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1.3- 54, 3-4=-54, 2.5=-20 Concentrated Loads (lb) Van: 6=-141(B) 3=-60(B) Q WARNING - Vwffy deslen peramorero end READ NOTES ON THIS AND INCLUDED WTUK REFERANCE PAGE 6111-7477 rov. 10e9Re/S BEFORE USE Design valid for use only vlth Mleli® connectors. this design Is based only ul»n paameters shown. and Is fa on kdlviclual building component. not a truss system. Before uso, the IxOdng designer must verily the applicability of dosign paameters and property Incorporate Sub design Into the oveiall bWdng design, boc61g indicated a to prevent bu cOv of kx2vidual Inns web and/or chord members only. Addilonal lempotay and permanent bracbg MiT®k' is always iegWed for stability and to prevent cdigxe with possible personal kilev and piopeny damage. For genial puddvoe iogardng the fabrication storage, delivery. erection and bracing of lames and ism systems soeANSt/1PI1 Qualy CrIterlo, DSB-89 and BCSI BuBdIng Component 6904 Parke East Blvd salety Information ovaltable Dom lam Plate butlMo. 218 N. Lee street. suite 312. Alexandria. VA 22314. Tompa. i. 33610 Job Truss Truss Type Oty Ply T12983879 W P0037 V4 Valley 1 1 IWPO037JobReference (optional) Builders FtrslSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:54 2018 Page 1 ID:N9BeziUtzDjj53XpKKwxzFz4lTf-XEgX_2bcM2zXaugVlee36dFDr5kOdDbtg41x1 Wzv41R 3.6.0 3.6.0 20 !; 2x4 11 LOADING (pst) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Malrix-P DEFL. In (loc) Well Ud Vert(LL) n1a rVa 999 Vert(CT) Na We 9" Horz(CT) 0.00 3 n1a We LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 20 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=96/3-5.6, 3=96/3-5.6 Max Horz 1=49(LC11) Max Uplift 1_ 26(LC 12), 3=-34(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:10.1 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20°b Structural wood sheathing directly applied or 3.6-0 oc puffins, except end verticals. Rigid ceiling directly applied of 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=15ft; Cal. 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. WARNING- V doy design parameter ar d READ NOTES ON TMT AND INCLUDED AD/EK REFERANCE PAGE W 7473 rev. 111100320IS BEFORE USE vrikl for use only elm Mlek® connectors. Ihh desonna based only upon paamoten grown, aril 8 for an IndIvkhral bAding component, not ppilcobllty of design Pnotem ano d pfopedyIncorratethis doslgn into the ovoftdl a Dumsystorn. aelore uno. Ile btAdng deslgnef mtnt verity the aclrar btgildho doslgn. Bfacing Indicated Is to buckIN of kvdWkAro/ truss web and/or chord members only. Adcellorxd tompofory ad pennanent bfaang WOW ated prevent Isalwaysfecabed for sfalsllty and to prevent collaPso vAlh Possit>fe personal tryuy and pfop3rty domago. ra genefal guidance regcwdhg pw hew Perks East Blvd. fabnkatkm storage. delivery. efecllon tnd lraCing of musses and truss systems stroANSI/IPI I Quality Criteria, DSB-69 and BCSI Building Component Tampa, FL 33610 Safety Intormaeon avdlaMoDomtrussRoteInstitute. 218 N. Lee Street, Suite 312. Alexanddo. VA 22314, Job Truss Truss Type City Ply WP0037 I'l T12983880 W P0037 V6 Valley 1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 15 14:53:55 2018 Page 1 ID:N9BeziUtzDu53XpKKwxzFZ41Tf-?ROYBOCE7MSOB2PhIM9lfgnGOU?NMg743jcUZyZv410 5.6.0 _ i 5.6.0 Scale a 1:14.3 20 ':: 20 11 LOADING (psq SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) Na Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) We n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B O.OD Horz(CT) 0.00 3 We Na BCDL 10.0 Code FBC2017/TP12014 MaIdx-P Weight: IS lb FT = 20°'* LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=170/5.5.6, 3=170/5.5-6 Max Horz 1=86(LC 11) Max Uplift 1=-47(LC 12), 3=-61(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-132M77 Structural wood sheathing directly applied or 5.6.0 oc puttins, except end verlicals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10: Vut1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsi; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Q WARNING- Vpl/y det/yn ptue Wwv ttttd READ NOTES ON TMS AND INCLUDED uffrK REFERANCE PAGE W7473 rov. fa'M IS BEFORE USE Doslgn vapa la use orgy wftin Mllekt9 connectors. 0* design E based only upon pmamelers afwwn, and b for on I dhAd al b tAdhng component not a Was system. Before use. It* btdldhng designer mtaf vadry the appficabilty of Joslyn petaneters and propedy Incalerato this design Into the overall NAIM g design. Dochng Indlcatod Is to prevent bttcldhng of h dIvldtKtl huss web art/or chord members o dY• Addtlaxx 10mpetary and Immanent bracing WOW Is always regal od for stability and to prevent collapse with possible personal VW and lxoperfy darnogo. Fa general guidance regordhng Bw lobnlcatbn staag0, delivery, eteclion awl troehng of Intsus a rd inns sysleirm weANSIRPI I Quality Cdtedo, DSB-89 and SCSI Butidhng Component 6904 Park* East Blvd. Safety Information ovallable hom hiss Nate Institute. 218 N. Lee Shoot, Sulle 312, Nexandda. VA 22314. Torrpo. FL 33610 Symbols I Numbering System I 0 General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. V/111 For 4 x 2 orientation, locate plates 0-'A,? from outside edge of truss. This symbol indicates the required direction of slots in connector plotes. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIAPI1: Notional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown In ft-In-sixteenths Drawings not to scale) 2 TOP CHORDS o CI-2 C23 4WEBS 04 U i U sp e O C74 C67 CS6 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 c O 2 U a O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm W1 0 M!Tek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing. is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face Of truss at each joint and embed fully. Knots and wone at joint locotions are regulated by ANSI/i'PI 1. 7. Design assumes trusses will be sultoby protected from the environment In accord with ANSI/TPI 1. B. Unless otherwise noted, moisture content of lumber sholl not exceed 19%at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is o nonstructurol consideration and Is the responsibility of truss fabricator. General proctloe is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In oil respects, equal to or better than that specified. 13. Top chords must be sheathed or purlIns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. If no ceiling Is Installed. unless otherwise noted. IS. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review oa portions of this design (front, bock. words and pliLures) before use. Reviewing pictures alone B not sufficient. 20. Design assumes manufacture in accordance with ANSI/ TPI 1 Quality Crlterla. 41 0 RECORD COPY D City of Sanford w1s,S Building and Fire Prevention Product Approval Specification Form Permit # # 1 8+ 9 05 Project Location Address, U 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 SiNedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1, Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 1p Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 v I I THERMANTRU THERMA TRU DOORS 1 16 INOUIST"'AL OR.. 6009NTON. ON 43S 17 Classic -Craft" and "Benchmark by Therma-Tru" 68' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes I. rob product anchoring drawing has been developed In complance with the 2010 Ronda kilding Code (FHC) a cArdng the - fth Velocity Hurricane Zane-. See the Certification Agency Certificate for skes, specifications and ratings. 2. Product anchorsstag be as fisted and spaced os shown an details. Arnchor embedment to base material shop be beyond wag dnsswKi, stucco, foam, brick and other wag coverings. 3. Wood screws shag be instaged following installation instructions of AN51/ AF&PA NDS 2005. All other fastener types to be Installed following fastener manufachuefs Istallation Instructions. 4. Fastener embedment depths. edge distances and center -center distances shoo be as sperm Eby the fastener monufackKer but in n o instance OKI they be less than shown in this 5. Where shims are used. they meat be a ligld / Stiff' material that complies with the requirements of the 2010 FBC. 4. Positive and negative design pressure requirements for use with this drawing shag be determined by others for specific Jobs In accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering anotysis. TABU OF COMEMS SREET# DESCRIPROfI 1 Typical devatkm design presnKes & general notes 2 luck a 3 Frame ancharkg 4 Frame arlthlorirg & bit of materials 5 Holt= tal & ver kd Cross sections 6 Verflaalcross sections 105-U' MAX. OVetA1L lTtAdIE WIDTH 1 2 3 s s e r 1 r l; 1 11 1 1 1 , 1 1 1 1 m 11 3 11 u 8 8 8 8 8 8 00 RTLE Wr SIOELRES OxXO MAX DESIGN PRESSURE t47.0 - 47.0 37-0' MAX votAf 4oil S S1 1' 1' e it ii i e SINGLE x MAX DESIGN PRESSURE 77.0 - 77.0 74-V MAX. oveALL TWDIH I 2 3 S 3 S 00ume xx MAX DESIGN PRESSURE t47.0 - 47.0 MAX OVetALL WIDTH 1 2 3 S S 5 SWME W/ S100RES OXO MAX DESIGN PRESSURE 47.0 - 47.0 53w h" OVeALL WIDTH 2 J l 5 S o K1 SINGLE WSID = Ox MAX DESIGN PRESSURE 47.0 - 47.0 LOCK NAROWARE MFG K iER1Et KIWKW SIGNATURE SERIES IAICN KWIKfErfIGNANRE SERIES 7Rp OEAWOLT Ile 15225. 1 ar MASONRY OPENING 2X BUCK m 4. 4' 4' 144 TfsHOWNMULUON4 FOR 1 MUWON TYP. 11 REFERENCE 1 SHOWN FOR II HEAD 1 REFERENCE II do JAMBS II SEE NOTE I 1 11 II II II ASTRAGAL II II 1 SHOWN FOR II II 1 REFERENCE II II 1 II II 1 II II II rT1- a 1 N MASONRY OPENING - 2X BUCK- U mo 4- '-1 11 4- KMUWON 4 II SHOWN FOR TYP II REFERENCE HEAD I I JAMBS SEE NOTE I II II II II II II II SINGLE W /SIDFI rrE BUCK ANCHORING r1 y MASONRY J OPENING 2X BUCK- U a I 1 NOTES: 1 1. I/4" Sco Concrete screws onchortng 2k buck require a 1 r minimum 1' clearance to masonry edges, a 1-I/4' minimum MASONRY 4 embedment and a mk*num 4' clearance to adjacent OPENING HEAO concrete screws. Substitution of equal concrete screws M1orn a JAMBS ASTRAGAL different supplier may have different edge distance and S1 SEENOTE1SHOWN FOR ds centerfonce requirements. Concrete screw kxations at the 2X BUCK 1 REFERENCE corners, of muPorl locations. and at astragal IocnHors maybe 1 adjusted to maintain the minimum edge distance to mortar 1 c joints. N concrete screw locotions noted as MAX. ON CENTER' 1 I must be adjusted to maintain the mWmum edge distance to 1 i mortar joints, oddiflorol concrete screws may be required to rn tWi ensure the masdrnum dr oncenternenslon is not exceeded. 1 2 1 2. 2X buck min. S.G. 2 0.55. 1 II 1K II II MULLION II 4 11 SHOWN FOR II TYP 11 REFERENCE II HEAD II II JAMBS I I SEE NOTE 1 II II II I I 11 I MULLION J 11 SHOWN FOR 11 II REFERENCE II II II II II II II SINGLE W /SIQE RFS_ BUCK ANCHORING MASONRY7 4 OPENING TYP. HEAD lk JAMBS SEE NOTE 1 2X BUCK 11 I1I sews: N.T.S. 5 iolsc. er: JK a asc er LFS 3 oruroo w a a FL- 15225.1-68 c 2- or o C' 3r• . I I _ MUWON II SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION a o 9 W/1X BUCK INSTALLATION r TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 C• 0' E VIEW 'C"- CSINGLE DOOR W/SIOELrTFS 110 c, C ai IN PAIRS 30 3 TYP. 1 TYP. . 3' T — 1 F- s - - - Ia j3 ro' A' 663. F-,B•L sI^ MULLIONWn SHOWN FOR _ o Y - - W a — REFERENCE _ N rn w ut t A / 2% BUCK INSTALIATF U - - 9 /1X BUCK INSIALLATV TYP. HEAD & JAMBS SEE NOTE 1 0 SEE SEE NOTE 1 DETAIL " 4' o I SEE 9 DETAIL N in EE oTE 1 T4 h ri b. A' VIEW 'E'-' E' ^VIEW 'D'- U' SINGLE DOOR W/SIDELITE VIEW SHMN r/ G mxk eomn strm FA5MMM rrar IM OM ALL mtLIC TO am 409 OONtCrrrNs) NOTES: I. 1/ 4" M concrete screws anchoring frame and/or sm require a n*ftum 2-1/7 clearance to masonry edges, a I-1/4" minimum embedment and a minimum 3"dearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, and at mullion Iocallorrs, may be adjusted to maintain the minimum edge distance to morfor joints. N concrete screw locations noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortarjoints. additional concrete screws may be requited to ensure the maximum on center dvnension is not exceeded. 2. 3/ 16" ITW concrete screws anchoring frame and/or AD require a minirnum 2-51r clearance to masonry edges, a I- VC minimum embedment and a minimum 2-1/4' clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sideffte Is direct set Into the jamb with (12) M8 x Y plh. wood screws. There are (4) at each vertical jamb, from the top down at 13.5". 311. 48.5" & 66". There are (2) at the header at 4" from the outside Comers of the frame. There are (2) at the A 4' from the Outside comers. 4. For optiond sideffe construction with staples, sideSte is direct set Into the jamb with (4) r/ri X 1-1/4' I6 ga. staples along each Jamb (6" from ends and equally spaced thereafter). L ov 2 Q SEE DETAIL2' B' A' 1- 7 W/ 2X BUCKTYP. HEAD & JAMBS SEE NOTE 1, SEE NOTE 1 o 16 SEE J 5 _ DETAIL "1 . g x B' A' SINGLE DOOR VIEW A'- A" W/2X BUCK 2 INSTALLATION B W/ 1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL '6' DETAIL " 2' W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATIO 12 1 C SEE NOTE i 1 DETAIL "1' 00, 4 O a. or. JK m on LFS ; Nc ro. O 15225.1- 68 cc J-a-a- a I, IN o n PAIRS 30 of A' TYP. 33-13•f--6• r 13 n N 1 SEE NOTE 3 1 W 2X BUCK r SHEET 3 p SEE DETAIL '3' A INSTALLATION p SEE DETAIL_ 1 W/2X BUCK A 1 1 W/ 1 X BUCK _ _ m 3 I INSTALLATION` 9 INSTALLATION W 4 - - z - h W/1X BUCK o o v TYP. HEAD ah x ASTRAGALJ'INSTALLATION SHOWN ® SHOWNUfOR _ NBA 1 N SHOWN FOR HOBS "o REFERENCE REFERENCE p REFERENCE SHEET 3 = ONLY p SEE NOTE 1 ONLY 1 1 SHEET 3 SEEpSEENOTE1 c, - SEE ENT OTE 1 1 SEE NOTE 1- r 16 p SHEET 3 - DETAIL "4' 3 1 SHEET 3 1 16 - - o DETAIL o 0w V _ _ c \ _ 16 ; 16 _ • 1• c \ 1 5 N '' + 5 1 5 n `+', U' 12 SHEETTE3 1 1 E' DOUBLE DOOR W/SIDELRES g co Rib VIEW E'- EDOUBLE DOOR VIEW A' -A' omw W/ WIMMAL owwwo Mw130Mr. Au sonar To ODOR "a owooN m SI 6 m W/ 2X BUCK 2 INSTALLATION Item DESCRIPTION Material A PFH WOOD SCREW 10Zx. J4 STEEL B 10PFH WOOD SCREW STEEL C 10WOOD SCREW STEEL 1 10 PFH WOOD SCREW Hine to Frome STEEL 2 10 PFH WOOD SCREW STEEL 3 ti G. PFH WOOD SCREW STEEL 4 1 4 x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 nW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3/4" ITW PFH CONCRETE SCREW STEEL 11 3 16 z 3-1 4 1TW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW 13 MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 1 4 X 2-1 4 PFH ITW CONCRETE SCREW E21HEADERJAMB4.656 X 1.25 THERMA-TRU SUGAR PINE SG >- 0.34sd 34THK. PRESSURE TREATED SIDELRE PAD 1 2 X 1 X 25 GA CORRUGATED FASTENER W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE I W/2X BUCK SHEET 3 INSTALLATION 3 1 W/ 1X BUCK 11 D DETAIL • 1" INSTALLATION SEE NOTE 2 SHEET 3 DETAIL J' B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C 1 DETAIL ' 4' a or. JK u cm er. LFS ; Wu VM M0. a FL- 15225.1-68 a smw -- g- ar 8 O 2-1/2'MIN. FROM 13) MASONRY EDGE 2-1/2'MIN. FROM MASONRY EDGE — ryp.) lYP-) IX BUCK sm INTERIOR EXTERIOR HEAD JAMS TO 1. bba kmwkv show gins9 A -% 1.221t !2 6 INTERIOR EXTERIOR HEAD JAMS Tiswag mvwftwe= 3 132X BUCK 2XBUCKIWERIOR LWER'o 0 5 z 1 4 0 0A 0 34 EXTERIOR z Z' 2FMAX WNSPACE EMS. EMS. TYP. VERTICAL SIDE JAMB To Zt subbuck ftwhg " m N I' MIN. FROM 1"MIN. FROM a MASONRY EDGE MASONRY EDGE — N TYP-) Vyp-1 4 a13 F $" 4 2E 2X BUCK A INTERIOR EXTERIORt- 3-**N HEAD JAMB TO Z, *buck Jig bowing ftm Z ci INTERIOR EXTERIOR C- SINK WMAX SHIM SPACE 1. 161MIN. EMS. S\ VERTICAL SIDE JAMB Tftwko odd vWAO N.T.S. DWQ Or JK 0 cWL W. LFS mmu No, FL- 15225.1-68 sm j5 or INTERIOR IN d 2-1/7' MIN. FROM 2-1/T MIN. FROM MASONRY EDGE MASONRY EDGE— TYP.) PYP.) rl-'N VERTICAL CROSS SECTION 6 trewing conliguratbn 2.1 /T MIN. FROM 2-I /7' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP ) 4 VERTICAL CROSS SECTION E huvdng configurofion 2-1 /7' MIN. FROM 2-I/7 MIN. FROM MASONRY EDGE MASONRY EDGE — TYP.) (TYP.) 4 VERTICAL CROSS SECTION 6 oftm-g conng woh. EXTERIOR 2-1/2"MIN. FROM 2-1/TMIN FROM MASONRY EDGE MASONRY EDGE — TYP I (n'P•) 3 VERTICAL CROSS SECTION 6 EXTERIOR O. O. O. 2. 1/2" MIN.FROM 2-1/T MIN. FROM f MASONRY EDGE MASONRY EDGE — YP•) ( n'PJ CS VERTICAL CROSS SECTION 6 Ouft4V configuration 2- 1/T MIN. FROM 2-1/T MIN FROM MASONRY EDGE — MASONRY EDGE TYPJ ( n'P•) 6 VERTICAL CROSS SECTION b Out.V aonfigurafion n: JK a en LFS 3 w Mw: 15225. 1-88 0 O 1 /2/2018 Florida Building Code Online o• o Business 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BOS Site Map I Links I Sear pOfita j Product Approval I USER: Public UserPr n rje. Product Approval Menu > Product or Application Search > Application List > Application Detail Fl.# F1.15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging 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 Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx 1 /3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 Ia. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6, 1 f. ClassicCraft Fiberglass Door Limits of Use' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No, Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product. 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 1I (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.ndf 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) Eval15036.3.ndf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.4.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.ndf 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 https:/Mrww. 1 /2/2018 15036.7 g. ClassicCraft_ Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non , - Impact" Sidelite - Outswing / In_sw_ing (OX or XO) Configuration Limitf Usose. Installation Instructionsi Approved for use in HVHZ: Yes. FL15036 R2 II ( lnst 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 FLIS036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product ` Created by Independent Third Party: Yes' particulars) 15036.8,' h. ClassicCraft Fiberglass Door, 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non j Impact" Sidelite - Outswing / I_ns_wi_ng (OXO) Configuration' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 15036.8.odf- Approved for use outside HVHZ: Yes; Verified By: Lyndon F. Schmidt, P.E. 43409' Impact Resistant: No Created by Independent Third _Pa_rty: Yes_; Design Pressure: N/A:- _ _ Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.8.odf; additional use limitations, installation instructions and product. Created by Independent Third Party: YeJ particulars.! 15036.9; ji. C_ I_assicCraft _Fi_berglass Door, 8'0 "Non -Impact" Opaque Double Fberglass Door - Outswing Inswing (XX) Configuration; Limits of Use Installation Instructions' Approved for use in HVHZ: Yes _ FL15036 R2 II (a) Inst 15036.9.odf,- Approved for use outside_ H_V_HZ:_Yes Verified By: Lyndon F. Schmidt, P.E. 43409, Impact Resistant: No Created by Independent_ Third Party: Yes) Design Pressure: N/A Evaluation Reports__ Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf; additional use limitations, installation instructions and product. Created by Independent Third Party_ Yes particulars.'- 1 dassilo&aff Fberglass Door) 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non-; Impact" Sidelites - Outswing / Inswing (OXXO) Configura_tio_n_ Limits of use" Installation Instructions Approved for use in HVHZ: Yes, FL15036 R2 II (a) Inst 15036.10.pdf, Approved for use outside_ HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409) Impact Resistant: No; Created by Independent Third Party: Yes) Design Pressure: N/A, Evaluation Reports, Other: See INST 15036.10 for Design Pressure Ratings, any. FL15036 R2 AE (a) Eval 15036.10.odf' additional use limitations, installation Instructions and product; Created by Independent Third Party: Yes' particulars.', - - - - The State of Florida is an AA/EEO employer. Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: W3®RE0 Credit Card Safe https:/twww.floddabuilding.org/pr/pi appOtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo. FL 33595 Phone 813.659,9197 Florida Board or Professional Engineers Certificate or Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass 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-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 1tei1ie7e Signed & Sealed by F SCi- Ajj_4 #,f. Lyndon F. Schmidt, P.E. DENS •T No 43409 9 STATE OF C/ 4 O RI ID Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 JWWK%J sic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 37 5' MAX OVERALL WIDTH 0z Z z 3 y N 5z 0 W W = I w 02U_ od J IAA Q J ccWUi i a a O EXTERIOR IA INTERIOR HORIZONTAL CROSS SECTION to rl"t T29 42 TOP RAIL 1.49" f .,Vo T SG >= 0.67) FLATCH S11LF NOWN 42 46 EXTERIOR INTI L 0.1s, CSINK nP•) INTERIOR EXTERIOR 4 A 4 A 4 l , Aizoz EXTERIOR fP lffeli 101,414Nr a Z a 19 0 8 INTERIOR OSS SECTION i - inswing VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements w/1 X sub -buck e o' o• .• e n w MASONRY OPENING FRAME 2X BUCK STRIKE JAMB Nzo U O N MASONRY 3 j OPENING N 2X BUCK- 3 flo Li 6 FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. as "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN ::CLEARANCE...MIN;:CLEARANCE.: TO: ASONRY. "--; ':':TO; -ADJACENT;:;:: MENT:'.` ::::'.:..::..:... .::.::..::.. ; .`: :::':':::.:..::..'...':.:..:. .. EDGE::`•.:::::::':;.:..:::.::.:.:ANCHOR::.::;:.:' U TYP. HEAD JAMBS BUCK ANCHORING For DP > 48 PSF and DP<=75PSF MASONRY J OPENING FRAME p 2X BUCK TYP. HEAD JAMBS FRAME ANCHORING Masonry 2X buck constri for DP > 48 PSF and DP <= 75PSF to T V., FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, oddiflonol concrete onchors I CENTER" dimension are not exceeded. N!ZE,'f.-'MlN; CLEARANCE: A HINGE JAMB MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and r%D -= 75 OCC to T WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI NFORMING TO-ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15" MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 3NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY POLYURETHANE 4.56" to V o h--- 2.36" --I 19 Zp HEAD & SIDE Jamb ui 2.20" 4.63" M C 3 BUMP FACE THRESHOLD LOW PROFILE 5.75" I L 33 SELF ADJUSTING SADDLE THREHOLD r L N 0 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 Aulhoriaation No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door wl 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by 04, 09is{FLdP sB G HAV, ai Lyndon F. Schmidt, E E P! S' ••'. oomo Signed & Sealed by evoe . '• G Lyndon F. Schmidt, P.E. No 43409 e y Ot. STATE OF : ' e A : '•.' Lyndon F. Schmidt, P.E. FL PE No. 43409 10/ 16/2017 IJWWKQ sic -Craft. RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT"' and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material Icco. 1. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iV HT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS I general notes 53.13" MAX. OVERALL WIDTH Z 3 NLLno C W wx = W W Lk- J W O O to a o LA I LKlkdl% INTERIOR M 13WA IAloo HORIZONTAL CROSS SECTION T- 42 TOP RAIL SG >= 0.67) C,t WNWONwwmlaK Elpi 46 EXTERIOR SEE NOTE 1 k"' r_1 ecc EXTERIOR INTERIOR GI GLAZING DETAIL 5 insulated glass w/ smc lite frame G >= 0.42) e frame screws) is INTERIOR MIN. SS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS AT ci ecc G I GLAZING DETAIL 5 insulated glass w/ pvc rite frame 52 MIN. SS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 26123 EXTERIOR I INTERIOR EXTERIOR 0.1S* MINK TYP.) HONTAL CROSS SECTION Mng shown - inswing ipproved 6 A 6 A 6 NOTE: M3, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5" & 8 66'. 7 40 SEE NO' @06 INTERIOR EXTERIOR X 3 1 u M ° O ° ul O ' d lffl ° o NIW „b/l-1 e a • M .. O ('dAl) '9W3 NIW „b/t-t NJ YNISO S 1'0 t 140 im A O W % O O ~ Z Z y u WAA 'aW3 NIW „ti/t-L c H N • WEo Q 0 " - u V c= W A s Q qwIw r CMP . L4 W 19 M r zn: Cs v SEE NOTE 1 2 0 - EXTERIOR CAL CROSS SECTION ing shown - inswing pproved EXTERIOR 50 z^ Co e• a .. n d EXTERIOR lSEENOTE1 M D ^? z INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR fll V qqq 14VD-W,j N P-AP AULLION OWN FOR FERENCE ONLY BORING MASONR OPENING 0 o FRAh O 2X BI ners may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortar joints, additional concrete anchors ON CENTER" dimension are not exceeded. MIN';CLEAR.A.NCE:: MIN::C[EARANCE- TO -'MASONRY".'.'" TO'ADJACENL:.::: Nr:.....::::::.:..:..:.........:..:..:.. 2" 4" in 4" 7-77 SEE DETAIL 1 L Y TYP. HEAD JAMBS M TYP. IE ICK F TYP. — c N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWING L INSWING M OUTSWIN, L INSWING LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) I N 2 1 HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) I I I l SEE DETAIL 1 J TYP. HEAD & MASONRY JAMBS OPENING M TYP. _ E BUCK F TYP. N SILL a' a . • : .. SEE DETAIL 2 FRAM 1X s HINGE JAMB FRAME ANCHORING maybe adjusted to maintofn the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to sr joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:CL'EARANCE:: `MIN::CLEARANCE TO:MASONRY:-*:-':-.. CENT:.':.` L INSWING N LATCH 8 DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WuuD 24 1 I/C INItRUPI SPAC LK JIEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ARMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 1 #8-10 X 1-1/7' PLASCREW STEEL SCREW STEEL 31 1 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP ' FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM 11.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 1 1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL N N 0 c" 16 OUTSWING SIDEUTE Spacer 2.14" 1.69" Cn I v to xv "m 4.6W 1 BUMP FACE THRESHOLD I 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Proressional Engineers Cenificaie or 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. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. 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 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) 4lsal si ei/Lyndon F. Schmidt, P.E. 3. Calculations Prepared by o`'° 1 G• '''1 tOov S- i Anchoring RW Building Consultants, Inc. (CA #9813) soe ;.•'G Ri S'.-.• j°• tyrn ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 o 4. Quality Assurance = * ; •rr Certificate of Participation issued by National Accreditation and Managemeot t Institute, certifying that Therma Tru Corporation is manufacturing products -: -O : ' 1 within a quality assurance program that complies with ISO/IEC 17020 and 9 ST Jl E 7 i= V Guide 53. 0'``: • F4 Sheet 1 of 1 i '• : •'•- ee i±tetrt:teEti` Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. E. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 awvv1%v 3sic-Craft., GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT"' nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHT'requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. ctal sill item #39 under active doors and all sills used under sidelites meet WHT'. g configurations using sill items #31 & #33 under the active door do not Tents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I in aressures & aeneral notes I 68S MAX. OVERALL WIDTH LLDZZ 3 N N Z O O i M cD W W = I u, L J Ll J J W ad 0 O C6 a rn o EXILRIUR z INTERIOR 11 WA IA HORIZONTAL CROSS SECTION 4.11 4 W T- 7- 29 T r.."\ HINGE STILE 607710M RAIL 42 46 EXTERIOR INTEI SEE NOTE 1 S' GLASS BITE 1xWN160 INTERIOR GI GLAZING DETAIL 5 insulated glass w/ smc lite frame SG >= 0.42) e frame screws) is 1 /2" MIN. GLASS THK. B" TEMPERED GLASS AIRSPACE 1/B" TEMPERED GLASS S' GLASS BITE EXTERIOR 2526 INTERIOR 25 J 25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc Fite frame 1/2" MIN. GLASS THK. 1/B" TEMPERED GLASS AIR SPACE 1/B" TEMPERED GLASS EXTERIOR INTI 18 29 SEE NOTE 1 14 50 11 INTERIOR EXTERIOR 20 0.15" C'SINK TYP-) UONTAL CROSS SECTION Mng shown - inswing approved 15' 0.15' INK C'SINK —-{ P.) TYP.) 8 3 7 r INTERIOR 00 1 EXTERIOR (in nm SEE NOTE 1 M) (50 12 SEE NOTI 11 p, • INTERIOR SEE 14NOTE1M 9 4 EXTERIOR 50 J vD 20 C A 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31", 48.5" & 66'. CSINK o7XTERIOR JTERIOR (in) )' 1 (12) r; e v low 7 63 19 z INTERIOR Wfi60 61 SS SECTION inswing r4f" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'-Water infiltration requirements 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck o s M z14 a oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ng shown - inswing pproved EXTERIOR N Z a: W 19 EXTERIOOR; SEE NOTE 1 l M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration E NeMW/ffl SEE NOTE 1 INTERIOR EXTERIOR 2 VERMAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e, INTERIOR EXTERIOR 50 ANCHORING II I I III 1111 SEE DETAIL 1 T v o TYP. HEAD & M MASONRY JAMBS Of OPENING FRAME M TYP. En o UN 2X BUCK F TYP. F C4 SILL LAW 11, SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction ea may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to xtor joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN , CLEARANCE::::MIN:: CL:EARA:NCE:. TO MASONRY ::•::•:;;::TO:ADJACENT::::: EDGE:::::';::::::: ANCHOR:::.<:. 2" 4" 1" 4" 27 M OUTSWIN L INSWING M OUTSWING L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I U I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 uiur_c n If SEE DETAIL 1 G) TYP. HEAD & JAMBS SONRY ENING FRAME J II IIII ,J TYP. I BUCK III IIIIto F TYP. SILL a: o•1 1 I .I i SEE DETAIL 2 FRAME ANCHORING Masonry 1 X buck construction vs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors q CENTER" dimension are not exceeded. MIN:CLEARANCE:: MIN:;C[EARANCE; TO;MA;SON 2Y::.:;` :::O;AQJi4'CENL:•;;'. ANCHOR:::;::`.:: HINGE JAMB N N N INSWING o M OUTSWING 27 INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DISA1L Attac strike; as sh, rwvv 4-At I I/-t nvir-n%.L:r i orn%.Ln JICCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/2' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS ESCREW STEEL 41 DOOR SKIN; .12S' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS HEATHER -STRIP FOAM VEATHER- STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2' PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 1 1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL TT N Co fo 2. 12' ---{ 16 OUTSWING SIDELTE Spacer2. 14" 1. 69" -- I e_ eimLmamwny 5. 7S' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) `,,o saeegnPP9 Lyndon F. Schmidt, P.E. 14A ti-a 4. Quality Assurance Certificate of Participation issued by National Accreditation and •. saManagementInstitute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies; , with ISO/IEC 17020 and Guide 53. _ v c•; .< <r rtr : C_+ Lyndon F. Schmidt, P.E. FL PE No. 43409 i^` • ;.( C t C • :_ gioa 10/16/2017 Sheet 1 of 1 (^ ...•-Y ` q`' oy` e9 Zoo9.11-0e`11o0 VVVKJ 74.3' MAX. OVERALL FRAME WIDTH ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ!') only in de locations protected by an overhang or canopy such that the angle rverhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is zZ 3 3 z 0 W cW LU C c U- ix J U- Q J W adLU 0aQi2 b H P a EXTERIOR 17 42 I- IIIla 10i M INTERIOR ( 46 HORIZONTAL CROSS SECTION EXTERIOR 4. 11" io P' t T 29 (FTOP RAIL LATCH STILE 149" 30fl 1. 49* Ir AK ( SG >= 0.67) Ot T- INTI v v L y vy uwI,l notes, sheet t ater infiNration E MeJLl"T INTERIOR xx EXTERIOR q 62 Q W . Shown w/t X sub -buck EXTERIOR AA MASONRY OPENING 2X BUC comers may be adjusted to maintain the min. BUCK ANCHORING I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MINCLEARANCE;:: MIN.:;CLEARANCE: T,.O:ADJACENT;.;:• DMENT...'f"" •:::::.: :.::.::.::::...::. .:::::::.::.:::.:...:..:..... Iie^ • 1 9" 1 d" I I I to 7 SEE DETAIL 1 sells BEAD MBS ASTRAGAL SHOWN FOR REFERENCE a ONLY FO FAIL F TYP. 17 SILL I 1, AA I > > FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN: C EARANCE:::.'M...... LEARA TO MASONR.Y'::':;..; TO ...... EDGE:::::::::: I n MASONRY TYP. HEAD OPENING JAMBS FRAME 2X BUCK SEE DETAIL - DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (OutsMng) 63 65 66 0 1 —1 6n I I I SEE DETAIL nil _ ASTRAGAL SHOWN FOR REFERENCE a ONLY _ F TYP. SILL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF U 64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 i1 Ell N HINGE JAMB II I I SEE DETAIL nits IEAD MBS ASTRAGAL SHOWN FOR REFERENCE a: ONLY O F TYP. TAIL I SILL L - FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF 6' 7 r i I I I I :o SEE DETAIL MASONRY7 TYP. HEAD OPENING — & JAMBS ASTRAGAL 1 — SHOWN FOR ^ L FRAME REFERENCE ONLY _ U N O 1 X BUCK — — SEE DETAIL F TYP. SILL — ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to s to mortar joints, additional concrete anchors MAX. ON CENTER" dimension ore not exceeded. MIN:;;CLEARANCE:;: CLEARANCE IN..... :......:.............::. :.... .: ; ...:.........:....:.. TO:MASONRY:.:;: TO:ADJACENT:`;..; EpMENT..........•........................... :.::..:..:::..:::.:::.::.. . EDGE:::::.`::::`: `:A•NCHOR. ... 63 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt stnke plate to frame as shown (Inswing) 64 d C4 In N N j HINGE JAMB 95.25' 8" 18.39' 20.63' 18.5' 14.38' 13) TYP. 3.25' r;_, 1.9 r. — 1 SEE NOTE 1 3 0.0c a$ N ASTRAGAL DETAIL TYP. 13 4.5' 3.25' 7' 0.75' TNDn%A! AT TWP MP A IJf1 rrvvv WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.1 S' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. IEATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL OFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. iOR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25' THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL 4.00 19 p HEAD & SID E8E Jamb M Lq 2.20" 4.63' _ M C 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l L LQ H 33 SELF ADJUSTING SADDLE iHREHOLD r L 4.56' toN d R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawinq No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) ttbbitsWo? Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ''I1i"oo Signed & Sealed by o (.„,,,,• Anchoring RW Building Consultants, Inc. (CA #9813) ee o ;:•'(.'E i`i 5;°. ds-yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. f.o 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemeri : Z Institute, certifying that Therma Tru Corporation is manufacturing products -O : ' i,: 73 S t A, i i OF .=;; Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISO/IEC 17020 and a ,, FL PE No. 43409 Guide 53. opc n ... % 10/16/2017 Sheet 1 of 1 io c,'•.,! ; H ., _zJhAt, ofvv1%v sic -Craft® SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material Xo. t is required to be protected with an impact resistant covering that 1C. HVHT'requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. 3 configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. in pressures & general notes I detail 105.5' MAX. OVERALL FRAME WIDTH 13 ZZ Z 3: O OWW W = i W U_ LL. J J O o i A tA I MUK INTERIOR 17 i HORIZONTAL CROSS SECT10N E2 42 TOP RAIL 1.49" 0.67) LATCH STILE In 9OWN .0111woMw 42 46 EXTERIOR INTEF N uthil-mc Mir /—'N ftATrAAA VAll SEE NOTE 1 S' GLASS BITE EXTERIOR INTERIOR G1 GLAZING DETAIL 5 insulated glass w/ smc lite frame G >= 0.42) frame screws) is 1 /2" MIN. GLASS THK. TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTERIOR S' GLASS BITE G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 f1Z 40, 67ca Imi EXTERIOR 0.1s, I — CSINK PYP•) RIZONTAL CROSS SECTION I' I 0I I wing shown - inswing T approved 5 4 3 6 6 6 rb ad iical 31 ", INTERIOR EXTERIOR A,f) 0.1s, CSINK { TYP.) I 8 7 4 J C 3 4 5 5 5 5 20 14 11 l M) SEE NOTE 1 12 10 J GO INTERIOR EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck 0.1 s' CSINK TYP.) 8 7 EXTERIOR 40 INTERIOR 10 20 12 C v 4 u V c U1. 0. 19yN r INTERIOR M61 SS SECTION inswing see general notes, sheet i for "HVHP' Water infiltration requirements 2 VERTICAL CROSS SECTION S Shown w/1 X sub -buck M oU SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Aso approved EXTERIOR 50 C> U N e EXTERIOOR; SEE NOTE 1 l M E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J o ° u Z p A C o u` OWLL I INWFAp Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR EXTERIOR w11Q!P9v ASTRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING MASONR OPENING L FRAh N O 2X BI s comers may be adjusted to maintain the min. i as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors AAX. ON CENTER" dimension are not exceeded. MIN:CLEARANCE:: MIN:: CLEARANCE- 70 MASONRY:.:.;:.:....TO. ADJACENT:-:;::; EDGE: ; :.:::::...::.:::.`ANCHOR ..:: 1/4" 2" 4" 1 /4" • I 1" 4" ASTRAGAL STRIKE JAMB I I II I II I II II I D SEE DETAIL Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M)Typ. REFERENCE IE ONLY ICK N F TYP. SILL SEE DETAIL I DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) FRAME ANCHORING Masonry 2X buck construction U 64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL 1 3 Ui C4 E0 N HINGE JAMB SEE DETAIL still TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL 71 HINGE JAMB FRAME ANCHORING Masonry I X buck constructon s may be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. WIN. ..0 LEARANCEI.:.''."MIN.'.'.!C.(EARANC- E" TO.'MXSONRY..,,-...."". '-.,:--.TQ'-ADJACENT LATCH & DEADBOLT i HINGE DETAIL 63 67 95.25' t.88" 18.39' 20.63' 18.5' 14.38" 13) TYP. 13) TYP. TYP. (13 4.5' 4.S' 3.25' SEE NOTE 1 r- 7 0.06" i --- 0.13" ASTRAGAL DETAIL THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC ICRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW Q.15' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL INER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. 1N STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /7' PFH SCREW STEEL 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 13/1 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 G" X 3-3/4" PFH ITW CONCRETE SCREW STEEL N 2.17' --j 16 OUTSWING SIDELITE Spacer 2.14" 1.69" --I C? 2.20" — i 4.0 1 BUMP FACE 1HRESHOLD LOW P 5.75' 1/2/2018 Florida Building Code Online ines s fe-ssional R egul at ion BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Staff I BCIS Site Map I Unks I Sear. F r , Product Approval JJ I USER: Public User yYT JJ C•'J Product Approval Menu > Product or Application Search > Application List > Application Detail OC:: Ck- FIf-r--vE FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@mlwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE 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:/ANww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdVVidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use 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.i ISERIES 420.ALUMINUM SGD, Limits of Uses 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% 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 5332.4', I SERIES 426 ALUMINUM SGD, Limits of Used 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 J 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 15332.8; I SERIES 430/440 ALUMINUM SGD Installation Instructions FL15332 R4 II 08-00500E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON Installation Instructions, FL15332 R4 II 08-00498E.odf, Verified By: Luis Roberto Lomas 62514' Created by Independent Third Party_ Yes; Evaluation Reports' FL15332 R4 AE 51080515.odf Created by Independent Third Party: Yes; Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.odf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x% Installation Instructions FL15332 R4 11 08-02249C.odf Verified By: Luis Roberto Lomas 62514 - Created by Independent Third Party: Yes; Evaluation Reports' FLIS332 R4 AE 512969C.odf Created by Independent Third 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.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLIS332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510808D.odf SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW, REINFORCED Limits of Use https:/Avww. Installation Instructions, 10 1 /5/2018 PRESSURE$ 15332.9 SERIES 430/440 REINFORCED; ALUMINUM SGD,, Limits of Use Approved for use in HVHZ: N%' _ Approved for"use outside HVHZ: Yes Impact Resistant, No, Design Piessure: W/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLl•5332 R4iII 08.00DW21 d r p Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLl-5' 5133+2iR4 AE' 5,10809D f Crestdlby Independent TIflFd1I? rty: Yes s SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Installation Instructions FL15332 R4 II 08-00503E.odf Verified By: Luis Roberto Lomas 62514 Creased by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510810D.ndf. Created by Independent Third Party_ Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Couvrioht 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 wl: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 455, F.S., please click here . Product Approval Accepts: IR© Credit Card Safe 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 TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM.6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WINO 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-. S. 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 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—TV .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS, OX. XO. XX, XP, PX, XIP. PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RLvomms 0C50RPna alc I ppa m ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 RA.. ADDED FLANGE AND FIN INSTALLATIONS 12/05/13 R.L. REVISED INSTALLATION OETMLS 07/30/15 R.L. REVISED INSTALLATION 'DETAIL$ 06/20/17 R.L. SIGNED: 06202017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ,MPAK170 GREET leS`` ENy'b''s: SERIES 420 SGO 96" X 80" NON —REINFORCED NOTES G T jPIORiO;• t': ollwnc a6 No. IILV OS-00 E l/111111111E?G``` L.uls R. Lomas P.E. FL No.: 62514 AVL NTS 017C 02/23/09 1 OF 10 LROEERMLOMASP. E. 14=% 0WF RDROLEw,swuEAT:z>ez1 304II& Lv9 dbmalo wask" cam I n HI 6" MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO 17' I MAX I 6" MAX 17• MAX - I D.C.— i0' 1 O X IAX IGHICHT 6 MAXtI SERIES 420 SGD EXTERIOAVIEW OESIGNPRESSURERATLVG 1MPACTRAnNG t40.0PSF NOW SEE4DfIMM Il AND a2 FOR OTHER UNITS RAn&W NOTES: I. MAXIMUM PANEL SIZE• 481Q'x M 2 MAXIMUM D.L.O.: 415V x 74 &r SCHEDULE END OF PANEL BOTTOM RAILS 6" MAX olsaavllorl ADDED aMRTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART 41 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEENOTE 9 SHEET l DeSlgn pressure Chart (pSQ FanID 910 FWW 8M Total Farm Width (In) OMOWN 30.0 36.0 42.0 4" 04 6100 T2oo 8a00 Do Pos INay PCs 1 M49 Pos Nap Poa Nep 80.0 40.0 55.1 40.0 482 40.0 43A CHART S2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEENDTE 9 SHEET 1 Design Pressure Chart (pso SY1yb Pa" 4r10 Total Yang width (in) H*hI 30.0 360 4L0 4&0 in) 6000 7200 84.00 9&00 PCs I N4p I Pos NOD PCs Nog Pos Hay Sao 1 55.1 1 55.1 1 432 1 452 43.4 1 43A 40.0 1 40.0 CHARTA3 NumborolAnchor lace dons ro0ulrod Am. Sh1pb Panel and Total Farm Width (in) Height 30.0 J8.0 420 4A0 in) 60.0 72.0 84.0 9&0 H& S Jamb H&S Jamb H&S Jamb H&S Jamb 0. 0 4 5 5 5 6 1 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80` NON -REINFORCED ELEVATION F. A.08-00498 sou[ NTS 02/23/09 —2 OF 10 BOTTOM L ROSERTO LOAdAS P.E. I4Ts wOOOFORD RO LEwsvaaE. NC2,-w At WtOYFD w1E03/ 05/12 ILL 10/ 29/13 R.L 12/ 06/13 P.L. 07/ 30/15 R.L. 06/ 20/17 RL SIGNED: OG20aO17 R! IL/DrrrJ i N \ - 4f i zr •`\ G E H `pce.,0 : 0 : TATT OF ORICT; Luis R. Lomas P.E. FL No.: 62514 i FI HI 95- MAX FRAME VAOTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REOUIREO 6 MAX 17' IMAX1 6' MAX 17' MAX O.C. O x 10' a LAX AME IGHT 6' MAX CHARTAd NumOar o/aaoer $madam reared hamo Sh&iMdAwToldUNvAftIul dam 30A I Sao I ao aLo 0« 1 o00 N{ S Jamb 1 N4S7z 0 JamO 84. 0 H& S iamb I OLO Has I Jamb 11Lo a 1 s 1 5 1 5 8 5 6 5 1 SERlES 420 SGD EXTERIOR VIEW 2) ANCHORS PER IACATION AT SILL DESIGN PRESSURE RATING IMPACTRATTNG SEE CHART e4 FOR NUMBER OF t40. OPSF NONE LOCATIONS REQUIRED SEE CHARTS II AND 02 SHEET2 FOROTHER UNITS RATINGS NOTES: 1. MAXIMUNPANEL SIZE.,48 f4'x 79- 2 MAXIMUM O.L.O.: 44 &r x 74 &r 1¢ v I GATE APOROYDI A I ADDED CNARIS 03/05/12 ILL 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND nN mpALLA71oms 12/06/13 ML 0 REwm INSTALLATION DETAILS 07/30/15 R.L E REVISEO W5TALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON -REINFORCED FIN ELEVATION F. A. 108-00498 HARDWARESCNEDuLE NTS °"R 02/23/09 —3 OF 10 FLAT MOUNTED HANDLE SET (PART 09944-145) LOCATED 36 314. ON CENTER FROM PANEL BOTTOM L. 008ERM UVWA.S P.E. METALLIC TANDEM ROLLERS(PART 099.17-195)ATEACHENO OFPMIELBOTTOM PALS 1a?KO F WR0LEwuvau,IwC?7g7J aa.see4vsao9 fbmtcp,. ma• I SIGNED. 06/ 2WO17 C,ENS'9" P TAieOF 9 i FsONA 11```` Lu( s R. Lomas P.K. FL No.: 62514 1/2• MIN. EDGE DISTANCE W000 FRAMING 1 3/8" MIN. OR 2X BUCK EMBF MENi BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR 1 3/8" MIN. EMBEDMENT 7_'__ 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW MIN. WENT MIN. VtRTICAL GROSS SECTION LV VL viSIANCE WWO FRAMING OR2X BUCK INSTALLATION NOTES: C INTERIOR AND EXMRIOR FINISHES BY OTHERS. NOT SHOWN FOR CIARITN 2 PERIMETER AND JOINTSEALINTBYOTHERS TOBE DESIGNED IN ACCORDANCE wRm ASTM E21T2 WOOD FRAMING OR 2X BUCK BY OTHERS KV601i A/PR6YEp ADDED CHARTS R. C. REVISED PER NEW TESTING P12/O6/13 R.L ADDED FLANGE AND DIN INSTALLATIONS R.L REVISED INSTALLATION DETAILS RL REVISED INSTALLATION DETAILS R.C. 1/4• MAX. SHIM SPACE 1__ n INTERIOR a 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 oiawt orc Na F.A. 08- 00498 s uc NTS aut 02/23/09 —4 OF 10 L ROBERTO LQMA. S P.E. 14szw000F0RDRDLEwlsv4 ENCv= tl df606V9 bnwnBNmufpaarn SIGNED: OWW0I7 GENSt• 9`P AT OF ; OR10; NA `1`\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF ORIWNG SCREW METAL STRUCTURE BY OTHERS 1 /4" MAX. uSHIM SPACE 7 . 110 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR ALL TO BE SET IN L BED OF 1PPROVEO SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE IWSTALLATA7N NOTES: 1. 6VTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY: 2 PERIMETER AND JOINT SEALAN BY OTHERS TO 9E DESOVED IN ACCORDANCE V47MASnW VT 12 T-- 1/2" MIN. EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. r SHIM SPACE i mals — oEShcPRon are AfMROV(D ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 RA. ADDED FLANGE AND RN vWAUATIONS 12/06/13 RL. REVISED INSTALLATION OETAkS 07/30/15 R.L RENSEO INSTALLATION OEUdS 06/20/17 R.L. JAMB INSTALLATION DETAIL NETAL STRUCTUREINSTALLArION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS oRm t oxc KM F.A.08-00498 c" NTS — 02/23/09 1 t&T5 OF 10 L R06ERM LOU" P.E. 18p NOODFORO RD LEWISVRLF. ACV= 43440 060y lbM^wAuM SIGNED. 002012017 04, g;;4TAils OF i Oi .L'. NA11E G?`\ LY13 R. Lomas P.E. FL No.: 6251 A I 1/2" MIN 1' MIN. olsaovllort aTE APPMAD SEPARATION EDGE DISTANCE I A ADOEO CKIRIS 03/05/12 R.L. I 0 RENSEO PER NEW TEsmG 10/29/13 R.4 e " '. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. 1 1/4' MIN. a EMBEDMENT1 0 REAM tNSTALUAT10N DEGAS 07/30/15 RA. CONCRETE a; 1/4' MIN. E RNSEO INSTALLATKIN OETALS 06/20/17 R.I. BY MASOTE/1'EMBEDMENT OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK 1/4" MAX. TO BE iINTERIOR 1- a SHIM SPACE PROPERLYMIN.INTERIORSECUREDEDGE S£E NOTE 3 DISTANCE SHEET 1 3/16' TAPCONMINEXTERIORSEPARATON SILL TO BE SET IN a A BED OF APPROVED SEALANT 3/16' TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1x eucK JAMB INSTALLATION DETAIL CONCRETE BY OTHERS TO BE PROPERLY CONCRETE/Mx3NASONRYINSTALLA7 SECURED SEE NOTE 3 SHEET 1 1 1/4' MIN. i NOS. a.. • u .• . ' EMBEDMENT 1.1MERKMAND EXTERIOR RNISHES,BYOTHERS. NOTSNOWNFORCIARITY. d'• 2 PERWETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED W ACCORWINCE W MASTM E2112 SIGNED. 06/ 2=17 2 7/ 8' MIN 1' MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC a1111I'I,, R' 650 WESTMARKETSTREETN5 04, EN VERTICAL CROSSSECTIONGRATZ. PA 17030 g CONCRETEAK4SCAERYINSTAUATION SERIES 420 SGO 0 6 *= X 80' NONTIREINFORCES o FRAME FRAME INSTALLATION DETAILS TAT OF aawlt y , iF. ortc Na 08—¢0' 0 49870NA11SNNTS av 02/23/09 6 OL q ROBERTOLOPWP.E.LYIs 14M WOOWaRDRDLEKISVRLENG2=FL R. Lomas P.E. 43&6" 4= wo+.mn No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 200 FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I SHIM SPACE 10 WOOD SCREW EXTERIOR 11 If 11 11 INTERIOR VERTICAL CROSS SECTION WOOD U7IAMING OR 9K SUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERA NOT SNOWN FOR CLARITY. I PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7M EZ112 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE j110 WOOD SCREWS IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. c L DISTANCE 1 /4' MAX. SHIM SPACE Arm _ ccSWPIaN a1[ APPROW D ADDED CKMM 03/05/12 ILL. REVISED PER NEW TESIINC 10/29/13 ILL AIMED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DVAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 1 06/20/17 R.L. INTERIOR I EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATX N MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTAUATION DETAILS ORNIft LIMO IW. F.A. 08-00498 stilt NTS I 0"1E 02/23/09 ISHW7 OF 1 L R06ERTOLOWS P.E. IA32 V VDCFOR0 RD LEIVISVILLE RC V= 4346"410 eftmaskAwmiswcom SIGNED: 06/2WO17 1R it10 iA, a F51t•• rTeAil OF ; E 4oFS'c OR10T: a: 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 010 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN 1 BED OF OPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRIICTURE/NSTALLATTON NOTES: I. WTEROR AND EXTERIOR FINISHES. BYOTNERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESfONED W ACCORDANCE WITH ASTIW E2112 1 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4 MAX. SHIM SPACE RLV190N5 0c$cw ON as APPOM ADOEO CNARTS 03/05/12 RL REV= PER NEW Taw 10/29/13 RL ADOEO FIANCE An nN mAuAT10NS 12/06/13 RL REWSEO INSTALLATION DETAILS 07/30/15 RA. REVISED INSTALLATION DETAILS 05/20/17 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 OIINMR On 11D. F.A. 08-00498 WAS NTS 02/23/09 luedS OF 10 ' L R08ERTO LGYAS P.E. 143p NQOOFORO RO WWISW" NC.-;= 4344894M .AwnApvw o"nw*=" I SIGNED: 0&20/2017 s'', 0 6 ••*= 9E OF &- Luis R. Lamas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE A • •. 1 1/4' MIN, EMBEDMENT 1/4' MAX. r SHIM SPACE r 3/16" TAPCON EXTERIOR LUJ U—U INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE MIN SEPARATION Rf49M a[SCFwnm DATE NPVRWDI ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 A.L. ADDED FIANCE AND AN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L J 1 SHIM MAX. IF SHIM SPACE INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL a OPTIONAL 1X BUCK CONCRETF.ANASONRYINSTALIATION e "_—f 4 a 1 1/4' MIN. EMBEDMENT Q: 2 7/8" MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASCINRY INSTAW T1 W V TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR RNISHES. BYOTHER$ NOT SHOWN FOR CLARITY. 2. PMAIEIERAND JOINT SEALINT 8YOTNERS TO BE DESIGNED IN ACCORDANCE WrrH AS1111 E2112 SIGNED: 06=aO17 MI WINDOWS AND DOORS LLC 650 TZ MARKET GREET u1111rII1, SGEIY p'9Si v0SERIES420SGOr 6 Fc•• 1k 96" X 80" NON—REINfORCEO FLANGE INSTALLATION DETAILS TAT OF a E ol' wom 6Nc No. ACV aR :A 08-0 01498 E /,/'SrO1jIAll11\`` WAX NTS °"n 02/23/09 OF 10 LROBERrOtawsv.E 1+azwOODFaR0R0tEW15vutENct7a Luls R. Lomas P.E. 43"wasoA dwasokunwe'Mm FL No.: 62514 WOOD FRAMING /4' MAX B. OTHERS I SHIM SPACE 8 WOOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT APPROVED SEALANT J BEHIND FIN L-L- EXTERIOR 7/15- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOW FRAMWG OR 2X &A0K 6TALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. 8 EMBEDMENT WOOD FRAMING SCREWREWC B. OTHERS INTERIOR 1/4' MAX. HOOK STRIP 7/1G" MIN, EDGE DISTANCE EXTERIOR RLvt90 a I¢v V(SO IMN art PFROv1a A ADOW CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESnNG 10/29/13 R L C ADOE) FLANGE Iwo FIN INSTALLATIONS 12/06/13 R.L D RENSEO INSTALLATION DETAILS 07/30/15 R.L. E RENSEO mALLATION OEiA45 06/20/17 It 1 5/8" MIN. EDGE GIST. — TRIM ' 1 1/4' MIN. INTERIOR EM—BEOI-MENT MASONRY/CONCRETE 1 BY OTHERS 1/2' MIN. EDGE 1X BUCK BY OTHERS. DISTANCE HOOK STRIP IX BUCK TO BE SHIM SPACE B 10 SELF ORIWNG INTERIOR VERTICAL CROSS SECTION WOOD FRAAONG OR 2X BUCK 94STALLATOV FOR SILL INSTALLATION SEE SHEETS 4-9. NOTES: I. WTERIOR AND EXTERAOR FWISHES BY OTHERS, NOT SHOWN FOR CLARIM 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACOOROANCE WITHASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP - SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. r—r EDGE DISTANCE 1 3/8' MIN. EMBEDMENT SCREWED PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCJVNOOD FRAMWG 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 SGO 96" X SO- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS ORAM F.A. 08-00498 SG+IE NTS I 041E 02/23/09 s'w 10 OF 10 LROBERro1,0N 9PE. 94M *000FOW RO LFWSvRLE. NC _'T0t3 As"88- n M na®lbM=w.=M SIGNED: 06/ WO17 fib, •G E NSF 9' ONA11'C 0 Luis R. Lomas P.F,. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS. OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HERON. WIND LOAD OURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS 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 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO d 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 Ge0.42 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 .040" THICK MINIMUM15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP. PIX TABLE OF CONTENTS HEET NO. OESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I m I crow m I CKTC I --gym 1 A I ADOEO FLANGE AND FIN MTALLATION 12/10/13 JR.L. B IRMO INSTALLATION OIiTAILS 08/03/15 R. C REVISED INSTALLATION OETAILS 06/21/17 RL SIGNED. 062112017 MI WINDOWS AND DOORS LLC 111L1I1///j 650 WEST K REET RElYO V'9 iGRATZ. PA 030ET J 5 0 1t' SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" NOTES 9 , TAiE OF . , 0. ,, 1s ONAI ONG V.4 08-02249 C se" NTS °" 10/30/13 T 1 OF 10 1111111 " Luls R. Lomos P.E. L. AT08ERD LEWTSW vE, I 34460r•0ftmaMSKLnawacam274TrdWd609 Splbrt rprmn . FL No.: 62314 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART e3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r 17' MAX I O.C. 6' MAX 6' MAX 17' MAX D.C. 96' r- MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERM NEW DEMN PRESSURE RATING UIWACT R TA60 IXOPSF NONE SEE CHARTS Il AND n FOR OTHER UNITS RAnP= NOTES. 1. MAX/MUAF PANEL SIZE: 48 0ff x 95' 2. AMIMIIMO.L0.:445'rx9056' 1!1(961)FLATMOUNTEDHANOLESET44.145)AT383wONCENTERFROMPANEl00TTOM pj.(1)METALLICTANDEMROLLERS(99-1?-ISMATEACHENOOFPANELBOTTOMRAILS _ 668) CHART 01 WHERE WATER 1NRLTRATION RESISTANCE lS REOUIREO. RFC AenYC a cI -. Des1 n Prtessim Chart (PSO Re 5nWF4no1and TOWHaim MWVI(h) 30.0 1 34.0 4z0 46.0 in) 60.00 Mae Go Koo Pos Np POSE Neu Pos Np s4.0 40.0 56A 40.0 50.9 40.0 4ZO SU 40.0 552 40.0 4A0 M41L. 39.4 39.4 920 49 SZa 40.0 asA 37.1 37.1 9A0 40.0 49.6 40.0 43.1 33.0 3&0 CNARTA2 WHERE WATER WFB TRAnON RESISTANCE IS NOT REOVIREO. SEE NOTE 9 SNEET 1 D9S/ gn P/a3sm chart &un Ftaln! SHOO PA"d and TOW FMM W" (M) M 30.0 F 390 410 40.0 ti) 60" 7z00 s4.00 9Aas Pas TA Pos Nap Pas Nov Pat Nov s4. 0 56A 50.4 5D.9 50.9 d5 7 45.7 42.0 420 sA0 552 532 46.0 40.0 W0_ 43.0 39A 39.4 9z0 IN 4&4 45A 40.0 40.8 37.1 37.1 no AUX 49.6 1 43.1 1 7AM-1-30.4 38.4 3r0 33.0 CHART49 Nu- 26W Of ORChOfIc" lions moullOd Fiat SftIO P4W and T0W RaI VMh (M) Nowc 30.0 360 1 410 4s.0 60. 0 7z0 s" 9" NAS I Jamb HAS Jamb NAS Jams HAS J,Inb a 4 6 3 6 6 6 8 8 SL 4 8 3 6 8 8 6 6 az0 4 a 5 8 8 6 6 6 OAO 4 6 8 6 6 6 6 8 ADOEO FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISEO INSTALLATION OETAILS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V. L 1 08-02249 WAZ NTS *"C 10/30/13' -2 OF 10 L R08FRTO LOIWAS P.E. 14V NOWFM ADLEWISVIL E, NC ao= 12/ 10/13 R.L. 08/ 03/15 ILL 06/ 21/17 R.L. SIGNED: 0612112017 J, 1R. 11 LIO ATAY.. 9EOF '_4 i 77s/ONA `lIE i`` LUI3 R. Lomas P.E. FL No.: 62514 A FF HE 96' MAX FRAME WIOTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED i 7' MAX6' MAX O.C. 6' MAX 6' MAX 17' MAX O.C. 6' I — AX uME GHT 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SILL HORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS OESaNPRESSURERATWO IMPACTRATING REQUIRED 135.OPSF NONE SEECIYARTS 0I AND 02 SHEET 2 FOR OTHER UMTS RATINGS MANGLE SET (99.04-1451 AT 38 39• ON CENTER FRO M ROLLERS (99-17-195) AT EACH ENO OF PANEL 6( REINFORCEMENT (666) AT ALL PANEL INTERLOCKS ItLVlilt1/ s RLV otsco n iow we AVPROYW A ADOED FIANCE AND FIN INSTALLATION 12/10/13 R.L. 6 REVISED INSTALLATIoN DETAILS 06/03/15 R.L. C REVISED INSTALLATION OETNLS 06/21/17 ILL NOTES: I. MAXIMUM PANEL SRE: 48 Prx 95' 2. MAXIMUM D.LO.: 44 S8'a 9O S8' CNAAT ad Numb9f ofanchorlocadonsmaulrod All SIr*c Fhnol and Taal lilt WIdOI gin) Hal J0. 0 30.0 42A 18A A+) 6R0 no 0 9" RRS iamb I us$ I Jamb MAS lamb N" Jamb 810 4 6 5 6 6. 6 1 6 6 8R0 4 6 S 6 6 6 6 6' 02. 0 4 6 5 6 8 6—T 6 6 90. 0 4 6 S 8 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SCO REINFORCED WITHOUT ADAPTER 96' X 95' FIN ELEVATION tAMC owc N0. P I- 06-02249 ALL NTS I DATC 10/30/13 SiW3 OF 10 L ROBERT O LOMAS P.E. 1432 NOOPFCAD RO LEV4SVXAE AIC 27022 476- 60114M dbmaa0alaua SIGNED. 0&21/2017 A OF LUIS R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS g10 WOOD SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE T 1 3/8' MIN. EMBEQMENT 1/4' j MAX. SHIM SPACE EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION w00o FRAMING OR 2x 8LlCK lNSTAILATno,,, NOTES: 1. INTERIOR AND EXTERrOR FINISHES. BY OTHERM NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOWr SEALANT SYOTHERS TO BE OESIGNEO INACCORDANCE WTHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN. cwc viarANCE 1 3/8' MIN. EMBEDMENT T'—' 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS ItLvaoms Rd oLs0Rm11aN are AoFRM A AD= FLANGE ANO FIN INSTALLATION 12/10/13 R.L. B REUSED WSULLATION WI S 08/03/15 R.L. C REVISED LNSTALLATION OETAILS 06/21/17 R.L 1 /4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FAAMWG OR 2X BUCK INSTALLATION SIGNED: OS/21/2017 MI WINDOWS AND DOORS LLC A1L1111II,,, 650 WEST MARKET STREET GRATZ. PA 17030 J SLO,1l i N•:'JIE F SERIES 420 SGO REINFORCED WITHOUT ADAPTER 9X 96' FRAME INSTALLATION DETAILS ro E • ITATOF V. L a 08- 02249 C SCAM NTS o"h 10/30/13 51W4 OF 10 IOjjlnj101 N``` LQ0WRT0LGw% 4Sp.E. 14m K Rp RD u--sv"E NC Z70L7 Luis R. Lomas P.E. rs&* 64 rmm s •o FL No.: 62514 METAL STRUCTURE BY OTHERS 1/MIN. EDGE DISTANCE 1/a' MAX. B r SHIM SPACE 110 SMS OR SELF DRILLNG SCREW EXTERIOR II II - II II INTER10 SILL TO BE SET IN A BED OF APPROVED SEALANT DO SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE dVSTALLATOON NOTES: I. INTERIOR AND EXTERAOR nNiSNES, BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT' SEALANT'BYOTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM F2112 T- 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/a' MAX. r SHIM SPACE avmaa 013CIEV" wt I AVPRDAID ADDEO FLANGE AND FIN WSTALLATION 12/10/13 R.L. REUSED INSTALLATION •OETNLS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE IAISTALLATION MI WINDOWS AND DOORS LLC 550 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS 01N 1t arc ND. p V.L 08-02249 s>A1c NTS oac 10/30/13 91QT5 OF 10 L AlOSERTO CCWAAS PE 14II W000R7R0 RD IEWISVKLF mn "a" SIGNED. 06/21/2017 R ``\` J`5 t1111L I01z A_4TAiPOF-4; izi'SYONA at G` Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN 1, MIN. SEPARATION EDGE DISTANCE r e 1 1/4 MIN. a; • EMBEDMENT CONCRETE MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL Ix BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16" TAPCON. 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I( I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 2 7/8• MIN SEPARATION VERTICAL CROSS SECTION INSTALLATION iT y 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT MIN. EDGE DISTANCE 3• a MIN SEPARATION RN 00CR P110u O"R A0PRLI A AL70E0 FIANCE AND FIR OLSTALLAnOR E12 10/13 RL B REVISED INSTALLATION DUA0.S /03/13 R.L. C REM O IRSTAUATION OEUILS 06/21/17 R.L 1/4• MAX. SHIM SPACE INTERIOR 3/16' TAPCON EXTERIOR ` CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1% BUCK CONCRETSIMASONRY INSTALLA TION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOW -0 00IERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARTM. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESfGNED INACCOROANCEWITHASTME7112 SIGNED: OW 112017 MI WINDOWS AND DOORS LLC 650 REET 0a1+1111Ill GRATZ. PA 17030ET SF9s SERIES 420 SGO REINFORCEO WITHOUT 'ADAPTER 6 1110•VTAYE9TL9OINSTALLATIONDETAILSoFRAME20OF owuac owc No. rtty O. F': ORIOT; • V.L SOME o"1E 08-02249 C HTS I 16/30/13 —6 OF 10 N/OlIAi11`` L.R06ERTOLOMASP.E. 14V WOOOfORO R0 LEWI6VLLE, NC77MZI Luis R. Lomas P.E. 4364M . No9 d=u vkft"w , FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MM.j SHIM SPACE B10 WOOD SCREWS EXTERIOR LLU U INTERIOR TO BE SET IN OF VED SEALANT 10 WOOD SCREW DOD FRAMING OR 2X SUCH BY OTHERS MIN. uENT VERTICAL CROSS SECTION WOOD FRAMNG OR 2X BUCK INSTALLATION NOTES: I. WTERVR AND EXTERIOR FIN&AM 8YOTHERS, RIOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEAL.ANTBY OTHERS TO 8E OESIGNEO IN ACCORDANCE WITH ASTIu E2/12 a1c AaPNOYID ADDED FLANGE AND PIN INSTK,IATON 12/10/13 R.l REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATON DETAILS 06/21/17 R.L. 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/2' MIN. INTERIOR ® EDGE DISTANCE 1 810 WOOD SCREWS EXTERIOR WOOD FRAMING JAMS INSTALLATION DETAIL OR 2X BUCK WOOO FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 1111tIrIII/ 650 GRATZ. MPAK17030REET£ N.,9/' v, G SERIES 420 SGO REINFORCED WITHOUT ADAPTER Ait. s 96X INSl1ATION DETAILS fiG ; STFLANGE 5L 0879 C OF ssIO111nIi1 aG``` sxx[ HITS °T 10/30/13 OF 10 LROBERTOLOM" AL 14VJ WOWFOW RD LiWISVLL/E XC V= Luis R. Lomas P.E. 43448socatt db zsvklw .. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 010 SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE &STAU ATION NOTES: 1. ANTERIOR AND EXTERIOR FINISHES BYOTHEAS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 / 4" MAX. SHIM SPACE NMA 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/ 2" MIN. EDGE DISTAN( T- 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Irt ADDED FLANGE AND nN INSTALIAnON 12/10/13 R.L. REVISED WVALLATION DETAILS 08/03/15 A.L REVISED tNsvAuAn0N DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 0W IR017 MI WINDOWSLLC 650ET WEST MARKETSTREETGRATZ. PA 17030J.'•EN•':9 i i SERIES420 SOD REINFORCED WITHOUT ADAPTER 96" X TIO FLANGE INSTALLATIONDETAILSLL 6E — 10 "• TA7OF tnwnc V. L. tnc Ao 08-02249 av C to•'< ORIC7:•" 0; i `rS • • ci WALL NTS o' c 10/30/13 T8 OF 10 0HA;td` X L R08ERTOLCrd"PF 14M 1000WRD RD UNMVRLE NC 27Qa Lulls R. Lomas P.E. s+aeeosrls iaortycr, pp mm FL No.: 62514 1 1'/2- MIN. 1' MIN. ISEPARATIONEDGEOWANCE 1 1 /4' MIN. E/ a CONCRETSONRY EMBEDMENT a BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL E 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I 3/16' TAPCON EXTERIOR U_jJ U JJ INTERIOR SILL TO SET IN A BED OF 3/16' TAPCON I I I JI 11 r APPROVEDESEALANT MASONRY/ CONCRETE BY OTHERS A. e . At11/4 MIN. a• • ' EMBEDMENT 4 a 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION NSTALLAT70N anLvons ADDED FLANGE AND FIN INSTALLATION 13/10/13 R.L. RtvISEO WSTALLATION OETA4S OB/0]/15 R.L. RENSED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1/4' MAX. I SHIM SPACE MIN. ` EDGE ` DISTANCE MIN. SEPARATION ' 3/16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR a EXTERIOR JAMB INSTALLATION DETAIL CONGRETFJIWISONRYINSTAL LATION NOTES I. INTERIOR AND EXTa R;0R FINISHES. BYOTHEIM NOT SHOWN FOR CLARITY. 2 PERIMETER ANOJOWT SEALANT SY OTHERS TO BE DESIGNEDW ACCOROANCE WITFf AS1M Ell l2 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FLANGE INSTALLATION DETAILS t1a wlt t1aC as V.L 08-02249 a NTS 10/30/13 T9 OF 10 L. AOSERTOLONA3 P.E AM WOOOWRD RO LEWISVXW. AO Z7m SIGNED. 062112017 01111l lI//// 041/ i E N 9Jt* 7 EOF a: O 0SS ONA11\G?• Lulls R. Lomas P.E. FL No.: 62514 WOOD FRAMING { ._ 1 /4 MAX BY OTHERS I SHIM SPACE INTERIOR 1 1/4" MIN. #][ FEMBEDMENT APPROVED BEHIND FIN EXTERIOR i8 WOOD SCREW 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALlATOV APPROVED SEALANT 1/2" MIN. BEHIND FIN 1 1/4" MIN. EDGE B8 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 EXTERIOR INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X B= MrAU A7fON FOR SILL INSTAUA17ON SEE SHEE154.9. a" arsala oCScVMX o+n APPROWD A ADDED FLANGE AND FIN INSTALLATKIN 12/10/13 R.L. B REVISED INSTALLATION DETALLS 08/423/15 R.L. C REVISED INSTALLATION DETMIS 06/21/17 R.L. 1 5/8" MIN. EDGE GIST. TRIM ,J.E IM419EDMENTINTERIOR MIN. MASONRY/CONCRETE BY OTHERS HOOK STRIP 1X BUCK BY OTHERS, I BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL, INTERLOCK HOOKSTRlP INSTALLATION MASONRYrCONCRETE METAL STRUCTURE 1/2" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP — 10 SS/ELF ORILUNG SCRE SCREW10 O EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X 8L4WWl6O FRAAf G SIGNED: 08 IM017 MI WINDOWS AND DOORS LLC NoltilECl/// 650 WEST MARKET STREET GRATZ. PA 17030 iS , , , , 0 N, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NAILFIN 81 HOOK IMSTALLATION DETAILS M-TAfilOF"", NOTES: I.INTERIOR .NlDEaTERIORFWISHM BY OTHERS NOT SHOWN O%wK- V L O rC N0. aCv i.P'• A' i lc • OR1CT;• FORCIARITY 2 PERIMETER AND 101M$EAWV/BYOTHERS TOBE NTS 01h 10/30/13 08- 02249 10 OF C 01yA1 11111111111 DESIGNEDINACCORDANCE NITHASJM E2112 10 LROMµM VJ000FRDEWISP. E. LEW1517LLE. AC?7021 LYIs R. Lomas P.E. a" os>m _ FL No.: 62514 amsoNs Alv DCSCRFIM CATE APPnwm' A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 Rd. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADOED FLANGE INSTALLATIONS 12/05/13 R.L. REQUIREMENTS OF THE FLORIDA BUIl01NG CODE. 0 ' REVISED INSTALLATION DETAILS 06/05/15 R.E 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1x BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1x BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM K ffAU F0 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 f 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 SWILL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). SIGNED: 0&2=117 D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048- THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. MI WINDOWS AND DOORS LLC 650 GRATZ WEST MPAK1705TREET 1 LA1 111IIAAY, S\GEIYy 9si. v F' SERIES 430 SGO OTATOF-0''' 143' x 80- NON REINFORCED offNOTES TABLE OF CONTENTS oIIANrA owc No. PF•'c<ORLOT;• : SHEET NO. DESCRIPTION Sc`. A. oWc 08—000502 E sS OHA lt!\G 1 NOTESNTS 02/23/09 1 OF 9 2 ELEVATION 14MWt700fM901 ! &JVC2AT27 Luis R. Lomas P.E. 3 — 9 INSTALLATION DETAILS 0940409 dbMaxonw ufon.am FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX j- 17-MAX 6- MAD( O.C. 6MAX L 17' MAX 80' O.C. MAX RAME EIGHT L 6' MAX SERIES 430 XIX SGD EXTERIOR VIEW DESIGNPRESSURERA7ING WPACTRATING 140. OPSF MWE SEE CHARTS al AND 02 FOR OTHER UNflS RATINGS NOTES: 1. MAXIMUM PANEL. SIZE: 48 1/2' jr79• 2 MAX/MUMO.L0.:44S4-s743V* NTED HANDLE SET M44445) AT 36 304- FROM PANEL BOTTOM TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS OtSCFWMN ADDED CKAR1S REVISED PER NEW TEPm ADDED FLNCE INSTALLATIONS REVISED NSUIlATION DETNLS REVISED INSTALLATM orrAILS CHARTa1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psy Frame SIng10 Panel and Total Frame Width (In) hl 30. 0 26.0 1 420 1 47.7 M) 90. 00 10&00 126.00 143.00 Pos Neg Pos Noy Pas IHogI Pas I Nog 0. 0 40.0 64.9 40.0 48.0 40.0 432 40.0 40.0 CHARrn WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET r Design preswrle chart (pA FfWm Helgnt 3ftle Panel and Total Frans Wd01(In) 30. 0 36.0 1 420 47.7 90. 00 108.00 Pas 1 126.00 143.00 POST Nog I Nog Pos Nog I Pas I Nog 60. 0 549 1 54.9 48.0 1 4&0 432 432 1 40.0 1 40.0 CHARr13 Number o/anchor 10"donsrequlrod Fr ms Shgle Panel and Total Frame Width (h) WON 30.0 36.0 1 420 47.7 in) 90. 0 10&0 1 126.0 1143.0 NdSJambNdSJambHaSJambHaSJamb80. 0 6 5 7 5 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED ELEVATION F. A. 08-00502 s uE NTS - 02/23/09 -2 OF 9 L RMR70 LOMA4 P.E 1122 019011FOM RO LEYNSvfLLE AIC 27= 47460# 4= dwranvilwa rpma. DATE Alwnoum 03/ 06/12 R.L. to/ 15/13 R.L. 12/ 06/13 ILL 08/ 05/15 R.L. 06/ 22/17 1 R.L. SIGNED: 06/2M 17 AOF" piZOR s BONA1N G`• Luis R. Lomas P.E. FL No.: 62514 1/2- MIN, EDGE DISTANCE 1 3/8' MIN, WOOD FRAMING EMS MENT OR 2X BUCK BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW 1 3/8' MIN. EMBEDMENT L__ 1/2' MIN. EDGEANCEEDGEDISTANCE EEXTERIOR I SILL TO BE SET IN A BED OF APPROVED 010 WOOD SEALANT SCREW WOOD FRAMING OR 2X SUCK BY OTHERS J/ 1 MIN. EMBEDMENT 810 w000 SCREW / WOOD FRAMING J OR 2X BUCK BY OTHERS 1/2' MIN.' EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERJOR FMUSHES, BY07HERS. NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BYOTNERS TO BE DESIGNEO IN ACCORDANCE WRH ASTM E2112 1 /4' MAX, r SHIM SPACE 11E 0cw-gp " ADDED CHARTS REVISED PER NEW TESTM ADDED FLANGE INSTALLATIONS REVISED INSTALLATION OETNLS REVISED INSTALLATION OETA6S INTERIOR au PPAO M 03/06/12 R.L. 10/15/13 R,L 12/06/13 R.L 08/05/15 R.L. 06/2Z/17 R.L. EXTERIOR rj jj:: JAMS INSTALLATION DETAIL WOOD FPM INO OR 2KBUCK 1NSTALLL7TON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS GOWN: OYC 110. F.A. 08-00502 s 4c NTS 0"TE 02/23/093 OF 9 L. ROBERTOLOMASP.E IAU MOOFORO RO LEWISVXLE AC VW 4364804M dwnasoftmawaom SIGNED: 0612212017 ft.. I ILIowz 4f OEN. pi 9s'' O ATE OF ;4L v 0/DNA M11111 0"G?\`. Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. METAL EDGE DISTANCE I I STRUCTURE 1/4" MAXBYOTHERSSHIMSPACE 110 SMS OR SELF DRIWNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 T MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR KNISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 6YOTHERS 770SE DESIGNED W ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRIWNG SCREW INTERIOR L TO BE SET IN BED OF APPROVED LLANT 1/ 4- MAX. rSHIM SPACE I 1/ 2" MIN. EDGE DISTANCE Alrj I 10 SMS OR SELF DRIWNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR nLVlvoxs oESCpPMR WTE Apwovm ADDED CHARTS 03/06/12 RL REVISED PEA NEW TEPM 10/15/13 R.L. ADDED FLANGE IMALIAT10N5 12/06/13 R.L. REVISED OiSTALLATION 0ETA45 06/05/15 R.L REVISED OWALLAION DUALS 06/22/17 R.L. INTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALUT70N MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS 00wn1: owc 1eo. F. A. 1 08-00502 mz NTS['*TIE 02/23/09 ISHM4 OF 9 L R06EMOLOUMPA 14V MWFORD RD LEWISVILLE NC 27027 usaeiosos reom.r ebmgp,00m SIGNED: 06/2Z2017 J` 11111L/O'','' GENS 9.P : a * Luis R. Lomas P.E. FL No.: 62S14 arm 1 1/2- MIN. 1- MIN. Rev ocscwpnow OAR APPRpym SEPARATION EDGE DISTANCE A ADDED C144M 03/00/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. d 1 1/4- MIN. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. • 1 1/4- MIN. EMBEDMENTEMBEDMENT 1/4- MAX 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. COMASNCRETE/ ' ' ' • °' • . SHIM SPACE E REVISED INSTALLATION OETAUS 06/22/17 R.L. BY OTHERS OPnONAL MIN. 1X BUCK EDGE :.•'v TO BE DISTANCE .' INTERIOR PROPERLY SECURED 1/4- MAX. SEE NOTE 3 SHIM SPACE ,. SHEET 1 _ 3 3/16- TAPCON MIN. SEPARATION v .. EXTERIOR INTERIOR •:a 3/16- TAPCON off: EXTERIOR SILL TO BE SET IN A BED OF APPROVED JAMB INSTALLATION DETAIL SEALANT 3/16- TAPCON CONCRETE/MASONRY OPTIONAL 1x BUCK CONCRETSMASONRYINSTALLITICN BY OTHERS TO BE PROPERLY SECURE SEE NOTE 3 SHEET 1 MASONRY/ I CONCRETE , _ SBYOTHERS .. S 1 1/4- MIN. NOTES: EMBEDMENT 1. INTERIOR AND EATERIOR FINISHES. 8YOTHM NOT SHOWN FOR CLARITY. n • a'' .. • • 2 PERIMETER AND JOINT SEALANT BY OTHERS TO8E OESIGNEOW ACCORDANCE W YN ASTM E2112 SIGNED: 0&2TJ"2017 2 PA MIN. ' MI"• SEPARATION MI WINDOWS AND DOORS LLC loll"+IlvRATIONEDGEDISTANCE 650 WEST MARKET STREET `5 R•• L0//i// VERTICAL CROSS SECTION GRATZ. PA 1 T030 r •\G E CONCRET&WASONRYINSTALLATION SERIES 430 SGO `*• OI 5 i+c tr 143" FRAME z 8S NON REINFORCES 0 S E 2FRAMEINSTALLATIONDETAILS — p0, TAT OF , ORAWa awc no. aLv 4ca'clOR10; scAL NTS °' 02/23/09 08T52 OF 9 E NA11Fa LROBERML0U SP.E Lids R. Lomas P.E. 1aY' MOOODMAD RO LEWUVUE, NCZMV FL No.: 625143••6e o6R9 Agrnsr<glla naqpo.mn 1/2" MIN. EDGE OISUNCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK E1BI ENT BY OTHERS SM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 II 11 11 11. 11INTERIOR CWG VIJIMY.0 VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK /NS7ALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOM FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INAC=CtDANCE WIN AST)W E2112 1 3/8* MIN. EMBEDMENT 1/2• MIN. EDGE DISTANCE 1/4" MAX. r SHIM SPACE 10 WOOD SCREW SET IN APPROVED W000 FRAMING OR 2X BUCK BY OTHERS MIN. VENT la. OCKR PIM are APPROVO ADOEO CHARTS03/00/12 R.LREVISEDrCPERNEWTESTING10/15/13 R.L ADOED NGE INSTALLATIONSM 12/05/13 RL REVISED INSTALLATION OETAIIS 06/05/15 R.L E REVISED WSTAU,ATION OETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS oRCM owc rq. F. A. 08-00502 sw[ NTS — 02/23/09 slay 6 OF 9 L ROMWO C094S P.F. 147Y YIOODFORO RD LEWISVXLE, RG V= SIGNED: 062MO17 1RIli ILlo, /i OE OF ; Z<// 07, ONA11G?` Luls R. Lomas P.E. FL No.: 62514 1/2- MIN. METAL I EDGE Otis CE r I STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE T 010 SMS SELF ORILI SO METAL STRUCTURE BY OTHERS EXTER/OR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAUATNNI NOTES: 1. WrERIOR AND EXTERIOR FINISHER BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOWr SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WRHASTM E2112 10 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN XO OF APPROVED 4ANT rE oc3c%pr4N WE APPIUW ADOED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 RA. ADOW FIANCE INSTALLATIONS 12/06/13 R.L. REVLSEO INSTALLATION OETAILS 08/05/15 R.L. 1/4' MAIL REVISED INSTALLATION DETAILS 06/22/17 R.L r SHIM SPACE I I1/2' MIN. EDGE INTERIOR DISTANCE T 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE eY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTAWTION SIGNED: 0612MO17 MI WINOOWS ANO DOORS LLC 650 WEST MARKET STREET E NGRATZ. PA 17030 G y.''94p SERIES 430 143• x 80• NON REINFORCED SEFLANGEINSTALLATIONDETAILS9Q : TAT OF PF•'clOR10P' iisS ONAiI0 olum owc Na xLv F. A. 030208-000 E w1t 027 F NTS /23/09 O9 Luis R. Lomas P.E FL No.: 62514 L. R06ER110 LOMA.S RE 14V h' OOOFORO R0 LENWVRL& AIC 27ot7 4344n4 09 1 1/2' MIN. 1' MIN. ALVSONS CONCRETE/ SEPARATION EDGE DISTANCE MASONRY A ADDED CNARTS 03/06/12 R.L. BY OTHERS 8 REVISED PER NEW TESTING 10/15/13 R.L. a , •, d' •• 1 1/4' MIN, 1 1/4' MIN. 1/4' MAX EMBEDMENT HIM SPACES C ADDED FLANGE WSRAWTIONS 12/06/13 R.L EMBEDMENT 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION OETAILS 06/22/17 R.L OPTIONAL 1' • : 1X BUCK MIN. EDGE vTOBE PROPERLY DISTANCE ' ' INTER4::l SECURED 3/ 4' SEE SHEET 1 1NOTEMAX SHIM SPACE 4 3/16' TAPCON 3' MIN. SEPARATION EXTERIOR INTERIOR 3/16' TAPCON 3/ 16' TAPCON ° SILL TO BE SET IN A BED OF APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS EXTERIOR q M JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL I BUCK CONCRETSORASONRYMTALLATION BY OTHERS TO BE PROPERLY avwrwuvn VERTICAL CROSS SECTION CONCRET E"kSONRY r1ISTALL1TION T 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND OMDRIOR FN04EA BY OTHERS. NOT SWINN FOR CLARITY 2 PERIMETER AND JOINT SEALANT SY 0THERS TO BE DESIGNED IN ACCORDANCE KIM ASTM E2112 SIGNED: 06I22/20I7 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET I111IaI",, 4fJS !'. O i GRATZ. PA 17030 GENSE,9J1i' SERIES 430 SGD 143'80` NON REINfORCEO ItIAQA FLANGE INSTALLATION DETAILS OF aftm owe w. 0 4 ftv 'ote•lOR1CP• OB-900582 E s/010NA` SSsrAt[ NTS oATc 02/23/09 OF 9 LROMOTOLOWSP.E. 14NWDODF;DRDRDLEwlSw1LLE,NCT70L7us LiR. Lomas P.E. nas 43&4 sows mmssmwanslpamm FL No.: 1 5/8• MIN. EDGE GIST. TRIM d . INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP d 1 1 /4• MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/t6' EXTERIOR J -' PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYXONCRETF INTERIOR TRIM HOOK STRIP METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP OCSOVOGN ADDED CHARTS REVISED PER NEW TESTNG ADDED FLANGE INSTALLATIONS REVISED INSTALLATION OCrAILS REVISED INsTALLAnoN Dams 1/2- MIN. EDGE DISTANCE l 10 SELF DRILLING SCREW EXTERIOR E1 1/2• MIN, INTERLOCKERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT g10 W000 SCREW EXTERIOR gQklPANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOO FRAMING NOTES 1. INTERIOR AND MERIORFWISHE$ BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEAIANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS oRAM 1pAC xp, F. A.08-00502 sDut NTS — 02/23/09 —9 OF 9 L ROBERTO LOANS RE 1432 WOWFOW RO LEW SWUE. AIC V= 4: 1480-GG709 d M;s@*hnapacom 03/ 06/12 R.L 10/ 15/13 R.L. 12/ 06/13 R.L. OB/ 05/15 R.L. 06/ 22/17 R.L SIGNED: 08/2WO17 R1L/ 04 fiGENs:P A 5.. 9TTAeT AE OFO cF' ORlOT;• ONA 11ONCs`` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDA! 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 THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION Of COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR C0-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL* EXTRUDED ALUMINUM 6053—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300—D4/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4. 9. DOOR ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THIN 1.0 00NOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG HEIGHT. 10. FOR ANCHORING INTO WWOORHANGRATIO . DFRAMIING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEOMET INTO SUBSTRATE. LOCATE ANCHOII- FOR ANCAS HORING INTO WN IN I TOMASONRY/CONCRETE USELEVATIONS AND INSTALLATION 3N /16APCONSWITHSUFFICtETLENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS ASSHOWNINELEVATIONSANDINSTALLATIONOETAILS. 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 SHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TOBECORROSIONRESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: A. WOOD — MINIMUM SPECIFICGRAVITYOF. C-0.42 B. CONCRETE — MINIMUM COMPRESSIVESTRENGTHOF3.192 PSI. C. MASONRY — STRENGTH CONFORMANCETOASTMC-90. GRADE N. TYPE I (OR GREATER). O. METAL STRUCTURE: STEEL18GA. 33KS1 OR ALUMINUM 6063—T5 .048• THICK MINIMUM TABLE OF CONTENTS SHEET NO. OESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTAIIannN nV— TA11C I--- I ux I or,1c I —Ravin 1 A ADDED CHARTS 03/ 06/12 R.L. B REVSED PER NEW TESTWG 10/15/13 R.L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L 0 E REVSED INSTAUAITKIN DETAILS REVISED INSTALLATION DETAILS 08/ 05/15 06/ 22/17 R. L. R.L. SIGNED. 0& 2=017 MI WINDOWS AND DOORS LLC UtITAi 650 WEST MARKET STREET GRATZ. PA 17030 0%%% S 0 J '. y fir, •G E N'? - P ± 143' SERIES 430/440 XIX SGO x 96' REINFORCEDE ATTe; A NOTES lTOFi01VAILSN\``` Luis R. Lomas P. E. F.A 08-00503 EW AC NTS 01TC 02/23/09 satar 1 OF 9 t ROBERDLCE AIOLEwl wzvU xn1c®MomoprmnftMgw,," Fl No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17• MAX MAX6' MAX I O.C. I 6- 6' MAX 1 17' MAX O.C. 96' MAX FRAME HEIGHT 6' MAX X X SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATMG t.40.OPSF NONE SEE C wTs ar AND 02 FOR OTHER UNITS RATINGS NOTES. - I. MAXIMUM PANEL SIDE., 40 YQr x 95• 2 hM1MUM 0.L0 : 44 Wr x 90 5V METALLIC r 37 314. ON CENTER FROM PANEL BOTTOM r EACH END OF PANEL 80TTOM RNLS ALL PANEL INTERLOCKS iTERLOCK ADAPTOR AT INTERIOR FACE OF pm IocscRrll9x A ADDED CKWM 8 RMEO PER NEW TESTING C ADDED FIANCE INSTALLATIONS 0 REVISED INSTALLATION OETARS CHART I/ E REVISED INSTALLATION DETAILS WHERE WATER INRLTRAflON RESISTANCE LS REQUIRED SEE NOTE 9 SPIFFr 1 ROa pressure chart (psq Frwm Srgb PbM a w TaW Finaac vv= o) M 30.0 36.0 420 47.7 90.00 100.00 Ixog. Pos f0 Po NpPs Nee Poe 11a400 A 40. 9 S20 40.0 0 4a0000 e60A 40A0 54 0 49 40.0 450 40 6 00 11/ 40.0 a3 49.0 5 4 37 400! CHART I2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SNEFT 1 Design pressure chart (ps1) Fra110 bftft Pond and TOW Fr=m vvdmm (In) 1` 30.a 36.0 1 420 47.7 in) go"10a00 1" 14300 POa Np Pos Np I Pos I Np 0 60.0 W 0 579 57A 52.0 52.0 aa0 600 eoA St.e 54A aa9 4e9 W42342.392059A1JA51.T 51.7 eat 46.1 43.7 43. CNARroa Number o/Indio/ Ioca0ons/pu!/Itl not b-0 Fbw an0 TOW Ram V40h(in) DIP 30.0 3e-0 F 42A 47.7 0n) fto TOaO I 1340 1410 M4S lidmb Mai lamb NaS Jemb MIS Jemb eao 8 6 7 a e 6 9 e Sao 7 6 T 6 e 8 9 6 9zo 7 6 7 0 e 6 8 6 aa0 7 6 7 s e 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED. ELEVATIONS IF•A. I 08-00503 I E NTS I9""' 02/23/09 J'CT2 OF 9 L ROBERTO LOKASP.E. 14" K000FOADRO LEHISVALE, NC 2= 43:,604600 A -ripe} Lupacem MT1 MVROIEO 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L 06/22/17 R.L. SIGNED. 0&2Z?O17 1! IsRL0NGEN8, 9J4i TATEOF F ' c ORlO• ? S, ONA 0\C'``\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMS ENT BY OTHERS L 1/4' MAX. SHIM 10 WOOD . SPACE SCREW 110 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: I. WTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEAWVT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2I12 1 3/8" MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. VENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4 MAX. SHIM SPACE av OCSCFWWN oat MPR W0 A ADDED CHWTS 03/06/12 RA, 0 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE D6TA uvoN5 12/06/13 R.L. 0 REVISED INSTALLATION orwLS 06/05/13 R.L E REVISED RMALLATION OETAIIS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOO FRAMING OR 2X B" INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00503 saruc NTS — 02/23/09 —3 OF 9 LR wJgr0LGIKSv.E 1432 W17OOFORD RD LEM7SVUa NC 77= 43d4w-mw e& wv"xwv"= SIGNED. 06/=017 04f,, 9, TATEOF • ONA N a mil Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR F ORILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 1 /4' MAX. SHIM SPACE 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING T --' SCREW INTERIOR 10 SMS OR SELF ORIL.UNG SCREWS SILL TO BE SET IN4&4 A BED OF APPROVED EALANT SSTRUCTUREMETAL - I.1 N tail BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MOTES: 1. INTERIOR AND EXTERIOR RNISHES BY OTHERS. NOT SHOWN FORCLARTY 2. PERIMETER AND JOINT' SEALAM'eY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 A• UAV to I tFflypf RE%V." S DESORPTION WE APIROYM ADDED CHARTS 03/06/12 R.L. REVISEDPC PER NEW TESTING 10/15/13 R.L. ADDED FLANGEINSTALLATIONS 12/06/13 R.L. REVISED WSTN1AnoN DETAILS 08/05/15 R.L. E REVSED INSTALLATION DETAILS 06/22/17 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS WAMM owc No. F.A. 1 08-00503 SCAU NTS — 02/23/09 —4 OF 9 L ROSERM LQ1KS P.E. r4W V4000FOW RD LEV4SVULE AFC WOO 474oS$4W Martwrwbwusvemm SIGNEO: 06=l2017 N`5 `RE C0' Y TAT SE OF 7.;` Luls R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN, SEPARATION EDGE DISTANCE a • • ••. 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 3/16' .TAPCON EXTERIOR avwnnv. VERTICAL CROSS SECTION CONCRETE4AASONRY INSTALLATION INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE •'Q DISTANCE 3' I MIN. SEPARATION c .. •' 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS a 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE av REVL9016 LIc$cPoP110N MT[ A A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. 1/4' MAX. C ADDED FLANGE INSTALLATIONS 12/06/* R.L, SHIM SPACE 0 REVISED IMALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 1 06/22/17 R.L. INTERIOR Ell ad EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTAUATTON TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES 1, INTERIOR AND EXTERIOR FINISHES. SMOTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER ANOJODVT SEALANT SYOTTIERS TO BE DESIGNED LNACCORDANCE WIT}IASTM E2112 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" a 96" REINFORCED FRAME INSTALLATION DETAILS owAwN: owc 1a. F•A• 08-00503 scAu NTS 0 iE 02/23/09 3"W5 OF 9 L RMRTO LCMAS P.E. 14M INODOFORD RD LE'wASVRLE nC V= SIGNED: O6/2W017 Iqu a ur/r i TA OF , i'cE` <ORIO'• i 11,f*910 A` 1; eIx Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. D FRAMING EMBEDMENTR2XSUCK BY OTHERS JjW 4• AX. HIM PACE 10 WOOD - I SCREW EXTERIOR INTERIOR 10 WOOD SCREW Er INSIEBEDAAALAALLTN0T0FEAPPR0VE0I [ VOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/ 2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2K BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR "iTY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO W ACCOROANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT T- 1/ 2' MIN. EDGE DISTANCE jll0 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 / 4' MAX. r SHIM SPACE 1a.+ 9o s orscavllox arc APPROVED ADDED CHARTS 03/06/12 R.L. rCEREVISEDPERNEWTESTNG10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 06/05/15 R.L REVISED INSrALLATKIN 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 $GO 143- x 96' REINFORCED FIANCE INSTALLATION DETAILS ORA~ R: owc um F. A. 1 08-00503 sans NTS 104E 02/23/09 S4w6 OF 9 L RMRM LOWS P.E 14L2 LIOLIOFORD RD LEMOSvmLE NC V= 4364904" dbnu0d ft=zq =M SIGNED: 0&2MO17 xVs It to ixi GENS' J1'' sir• D95.1t= SATPOF- M& MA" a`` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF ORIWNG SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. {. EOCE DISTANCE I CA 1 CPIIUI'I 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATM NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8VOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE OESIGNEOW ACCOROMICE WITH ASTM E2112 1/4" MAX. SHIM SPACE 110 SMS OR 1/2 SELF ORIWNG MIN. SCREW EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANTIn METAL STRUCTURE SY OTHERS aEmaa 1¢v + DATE AFMWV D A ADDED CHARTS 03/06/12 R.L 6 REVISED PER NEW TESTIILO 10/15/13 R.L C ADDED FLANGE INSTALMTKINS 12/05/13 RL 0 REVISED INSTALLATION DETAILS 08/05/15 RL F1/ 4 MAX. E REVISED INSTALLATION OETAIL.S 06/22/17 R.L SHIM SPACE o 1NTERIOR lI l a Li EXTERIOR JAA48 INSTALLATION DETAIL METAL STRUCTURE WSTALLATAON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGO 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS 01to t o c No. F.A. 08-00303 VJLE NTS o' 02/23/09 JSHW7 OF 9 L AMRTOLOMoLS P.E. 14M WL10QFWW R0 LEWl5VALE. NG 2M= As&" = rgm»Mpmeype aom SIGNED: 06aM17 IN 1R ILo lzi AGP" TATOF : = ONA 11#G` II I Luis R. Lomas P.E. FL No.: 6251 A 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a' 1 1/4' MIN. 1 1 4' MIN. 1 4' EMBEDMENT EMBEDMENT SHIM SPACE OPTIONAL 1 x CK 1' MIN, TO EDGE DISTANCE INTERIOR PROPERLY SECURED 1/4 E NOTE 3 SHIM SPACE SHEET 1 TAPCON 3' 3/16' MIN. SEPARATION EXTERIOR INTERIOR 3/16' TAPCON 3/16' TAPCON ROegw oeseRpnom WTE APPROVmADDEDCHARTS03/06/12 R.L. REVISEDrCE PER NEVITESTING 10/15/13 R.L AWED FLANGE INSTALLATIONS 12/06/13ISEDA.L REVINSTALLATION DETAILS 08/05/15 ILL REVSED 1ASTALlA110N OETALs 06/22/17 R.L SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT ..' H N OPTIONAL 1X BUCK JAMS INSTALLATION DETAIL CONCRETE/MASONRYTO BE PROPERLY AYWSTAL( AT10N BYOTHERSSECUREDMASONRY/ { ( , ( ( I CONCRETEIBYOTHERST S t . 1 1/4' MIN. EMBEDMENT a 2 7/5' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION 0OWCRETEMASONAY04TA LATION SEE NOTE 3 SHEET 1 NOTES: 1. INTERICAAND & TEAAOR FINISHES• BY OTHERS NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E?11? MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS arum owc Ro. F. A. 08-00503 s uc NTS *0c 02/23/09 s'=8 OF 9 L ROBERIO LOL4l5 P,E. 11M RNOOFORO RO LEWRSv41E MC2 = 441. 660411 is ,a70A5fiW*W& Io..mm SIGNED: 06/2WO17 EIL0 / z Al p0 5 •* S tE OF • _ t RACE Luis R. Lomas P.E. FL No.: 6251 A 1 5/8' MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE J BY OTHERS HOOK STRIP 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR a— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYi-ONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP R1.11506 oescAlmm CAN APPRM ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE (IMALIAMNS IZ/06/13 R.L REVISED INSTALLATION DETAILS 08/05/15 R.L. 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 1 3/8" MIN. EMBEDMENT Flo W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK401000 FRA04M N07T:S: I. INTERIOR AND EKYERIOA FINISHES. BY OTHERS. NOT SHOWN FORCLARITY. Z PERIMETER AND JOINT SEAGWY BYOT)fERS TO SE DESIGNED IN ACCORDANCE WRH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA,17030 SERIES 430/"0 XIX SGO 143" x 96" REINFORCEO HOOK INSTALLATION DETAILS oRAwN: owe No. F.A. 1 08-00503 SYx[ NTS IWE 02/23/09 ISM9 OF 9 L ROBER O LOW" P.E. IAV WIDDOFORD AD LEWISVILLE, NC 270M A 6!/-0007 brnas®ibnslpmm SIGNED. 062=17 LUNI IrI//J os f E e, F ORo". • ' ONA 1 10a6` Luis R. Lomas P.E. FL No.: 62514 1 1 Professional Regulation ' TW lyili OBFR ROYF ABOUT OBPR DDPR 01LI51045 CGOACIDaPR Florida r V Approval USER:ER: Public User Product Approval Menu > Product or Application Search > Application list > Application Detall FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Mark Garon Mark_Garon@Overheaddoorcom Technical Representative Mark Garon Address/Phone/Emall 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Ma rk_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Year 2012 2012 Equivalence of Product Standards Certlfled By 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 Method 1 Option D 08/11/2017 DI/02/2018 O1/02/2018 FL i! Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0228-318958-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.Ddf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SURD sioned.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P31 Track Supplement Chart sipned.odF FL9174 R12 11 324620 P16 Jamb Connection SLDD sioned.pdfImpactResistant: 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 bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 15220 / 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 1.5120 / 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. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 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-PIO S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Supo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RIZ AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 II 0231-318996-P6 S.odf FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 11 0234-319022-P6 S.odf FL9174 R1Z 11 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 PII Track Supplement Chart siDned.odf FL9174 R12 11 319040 PI Post Istall Instructions sipned.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 ii 324620 P16 Jamb Connection SURD sipned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 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 11 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slpned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD slQned.odfImpactResistant: No Design Pressure: +12.40/-13.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9200 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 Ii 0233-319000-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 4671EDesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 *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.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart signed.Ddf FL9174 R12 II 319040 PI Post Istall Instructions sloned.pdfImpactResistant: Yes FL9174 R12 I1 324620 P16 lamb Connection SUDD slaned.odfDesignPressure: +30.00/-33.50 Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 11 319040 PI Post ]stall Instructions sipned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-125 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 iI 324620 P16 Jamb Connection SUDD sioned.DdfImpactResistant: No Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Reoort - 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 II 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 II 307494 Pll Track Supplement Chart slaned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46728 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6200/9100/9400/9600 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 11 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Suop 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 door. FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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 11 06D3-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 H 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 lI 324620 P16 Jamb Connection SLDD slgned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.OD Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9274.15 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 0604-319D30-P6 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 307494 P11 Track Supplement Chart sipned.Ddf FL9274 R12 if 319040 PI Post Istall Instructions sL90ed.pdf FL9174 R12 11 324620 P16 Jamb Connection Supo sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Part/: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 If 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 324620 P16 Jamb Connection Supp sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-OOIR2 Evaluation Report - 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 11 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- 171.9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 319040 PI Post Istall Instructions sianed.pdf FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 IS' 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 F19174 R12 11 307494 Pll Track Supplement Chart sioned.Ddf Impact Resistant: Yes FL9174 R12 11 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 4671E Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00I112 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 li 0608-319034-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 1I 324620 P16 Jamb Connection Suop sioned.DdfImpactResistant: No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SURD signed.pdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46728 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes Bach NeRt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624 The State of nortda Is an AAJEEO employer. Coovrtaht 2007.2013 State of Mrlda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. 11 you do not want your e-mail address released In response to a public-rsoords request, do not send eleWmdc mail to this entlty. 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 communicotlon 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. Tb determine If you are a licensee under Chapter 455, F.S., please click p=. Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 1. Introduction/ Scope IIIII/ICl/ 014 D'• •T!y, *'//, No.46718 L E OFO '• STATE FCORIOP••'•G i /%NAI- ?.. Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluatlon A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the`deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174A FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-Pl0 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 Psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table I — Doors under Evaluation \ ;o ppN .... Al No. 46718 ' ycA V `-j STATE OF OR 102 '!,ZONAL LNG\ \\. FL9174.11 FL9174.12 FL9174.13 FL9174.14 FL9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 51-45/9405 Door Size 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-126 319029-P6 319030-P6 Impact No Yes No No Yes Ratin OQ- Table I — Doors under Evaluation FL 9174.16 FL 9174.17 FL 9174.18 FL 9174,19 FL 9174. 4,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8, 18'x8' Is' x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-126 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion ON • 7'1p''' GENSF''•,j9Ni No. 46718 ' STATE OF FCOR OP.• (7 NA iztv31 7 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 5U' Edition 2014) and 6s' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 UOD2, 1. K"4upACT mussmr OIAa m OVOON - Amor MINIMUM 378 SAaNO IN UOLaED FRANCS SCK%W 13 CA MORE AROLTOGETHERRMA1006NOF (e) FSr1' SERVO NSCLIED N TOP OR WMMK UTE SELDOM (VAIN OR a1M01T ODOMRARK WSCRTS) MEETS UW;= STATIC CE9ON PRESUMES SOW OR THIS CRAVOM •LAINO 13 CA FLAG MOLE SMALL HAW A MAXIMUM Willi OF 1173• AMC A MARLEMOM OF IL73'. 0.AmM6 a ROT IMPACT IB CA MR AMCRM ITANTODOESNOTTE R®IORDEPT3 FOR TRACK MD- OMM DEEn SWAM& 3/ Ihl-3 2 IMPACT RESISTANT OLAaMO OPTION - IMPACT lAG RB7TAHT Gi SYFW MAY BE •OTAUED 01 lOP aGIH 3 AS OR INTERMEDIATE MICRON (BON OR WTHOLR DECORi SKOMN) IISERIl SALNO SHALL OE 1/4' MARROLAM-M IB a ua KRr POLTEOREQUALGLAZINGSTALL44AWAMAXRNM KEGKT OT ISM' AND A MADWM LEOGTH OF TRACK 30, 0111•. GAMING 0 GrACT RESISTANT AM 000 MEET ME REMI MEN.3 FOR 11OD-BgOQ COW RECO M a/lhl-3/S SEE OCTAL EOM SHEET 2 TOR ASSELOLY ai s1REE Af EAa1 4LAZED Sf'GUa1 REOYOS RONFORCOM1T BRAOMM 400 ERAOET ATTACEO TO U-BM ON LPPER INRCIAL Ro (SEE OETAL 0 SWEET 4 If CA J-STINT SOMM TO LOW 1/4-2M AV TRACK NTWIAL" or Mcum MO OPERA= STILE TO BE O0.T MO 1/1-20 HEX I FACTORYNSTAMiLLINSTALLERSMALLFREEINSTALL (1) NUT AT Udi 49409 1/ 4-14a7/Y SEIF ORRLNG G•IeTE SCREW TO ATTACH WAVO LOCIIOK 1 VNVL 09 NOW DOOR STOP NAILED A MA)1WM OF B' O. C. MUST OVEIBAP TOP APO DOW EMS OF PAtW MUM 7/1Y TO MEET NECARVE PRESSURES, 4. PET LOCK SLIDE LOCKS OR OPERATOR REOMRED. 13 CA S10FD10- 1 SWIM SMALL K COSM111 TFO FAIN FOAMED N JAMB BRACKETS PLACE POLIINEINANE FRAM INSULATION CHEMICALLY WE 3CMQi FOR BID I eONOm TO 30 CA UNUM FACER SIIFELL AND A WATER. EOCADON, Pa. YLAIONATE BAOER. ON 32 CA SHED. BACKO , DID A"TYPE CAP TO NAM w EODRIM 1.1' OWDL B. THE - ' OF NNE SLWFQXTIM0 31111CTURAL 11i LOOT OR ROC ELEMENTS SHALL BE OR RE3PON90UTY OF BE BOTH OfOS 0 1q4pPROEESSOMAL OF Fit= wR TIME BOINO AOORR001i nil avERAI0i STRWIM AMC Of ACCORDANCE WYH CURRENT OUIONO _ noTE 1. SHOE COMES FOR INE LOADS LISTED ON MS ORAEKa LOOT eT1 FOR 1 L 7. DOOM JUs TO sE WMNW Zd SRDGTNUL ORAOE QAOR LUWM REFER IO JAMS CORRECTION SUPPLEMENT FOR BO .: N xC740N saw ATTACAICMT TO SUPPORTING S PMRE. SR SEEr 2 FOR Y-BM LOCAM M L LOUVER OPTION - .040' MBONM LOWERS BI MOLDED an Do00 WITH OIMER FRA11E3 SORTED TOGETHER WITH A UNNU OF (1) SECTION GUAMRIES Me eR' SOMEYIS ! INSTALLED UI DE BOTTOM SMIOIL SEE MOTE$ I AND 2 OM IM SKEET FOR ri lauVEO ME NOT NPACT RESISTANT AND 00 MOT MEET TIE REOUMGkEHT3 FOR VOO-BODE DO= REGIONS WTI= LOUVERED SECTION ROOU1m OPDUIM SERE To BE F.eTROv -- 1- AT HMG nNmjl i m m — SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE WAS 000E DOORMISCINT INODIIMLOAD EACH JAMB Mn LBOM 16•-? ALL 207.7 -9a4 14-0• ALL aIm - IA IY-O' ALL 4135.4 -1 10i ALL 41383 -1"A VII1111111111TJJA' yNE ` JKO '% ayaP: 10ENaF • ; WiN ATEi OF ( V iS,/ANAL ENO:``• Od6blTGtdNlpll`K un aaFnr •• TD IEo rNgrr Marc so R K T1Mi O K N174Y NM ACAROM F lonw fUL . m[o ONar FO IaBrHewllaV sVB6010OMaNRNGROIPEIAAILOAENO W E BBIE: ( 3) CEITOI "Mo PER AM RE000W ON COOK MGM Ia1EATER MAN lY-'. (3) TENTER MODES PER JOINTr-0 OC1OWRBOIMLESSTWINWCOMATO Ir-O. JAMB BRAMY SCHEDULE NE iT 00. aI5 EACHI TTS L ITSMEAMMFROMBOTTOMO11UOr All OIMERSGNS ! 1'j T 4 O a 1 4 3. a 45-1 0 ' IRE-, 0• 4ATa10• a . ala L. a . •]-+ . a GI a GI.7s a S e FAT a l a 21-3 4' a. 21 4 a 4e a P 37-1a73-1 a 0' LIFT Si[ MOTE BELOW S/10/ Df PS AOOEO IMPACT di UPDATED TILE r e/ 3•/10 OLLOWO auama O:tOIE3 SOr1D JAMB 3RACET ARAD" TO TRAM WITH 1/4-121 TRACK BOLT AND NUT. MLOONC 0WC6on DENOTES OWES INSTALL AAMO BRACKET INSTALLED N WrTI MLY SOE NO AMUMAL NWOEARE N® 1O ATTACH TO CLAM 7a0 IMM OGM EFT. ROOF PITCL mom *REAMER TIAm E N MICR REOums USC OF CONTNUOUs MALL AUOE. SM SUPPLEMENT TRACK CURT FOR OETAMl. PRESSM RATNCS APPROVED LIES ER SCALEPI 3m A Wayne N 42180 -2680 DESIGN MARlei I 1 0 1 NAME TEST (NSF . ae e3 -,12D M1AX NEIHIII: F-B- 3/6/06 CRT W Dalton. IMPACT C RAT D (>fS/N0: TES MAX SECTION REOM. 21' 4/6/06 1 NB GARAGE DOORS MODELS 5120/ 9100/9605 SHEET 1 OF 2 aVmsm OF OMcTE00R PD1sAcaA FLaMOA aTrns NOLOAD SPECIFICATION OPTION CODE 0230 ORABONO PART N0. 318960 REY. P10 1OL 474-wF0 9 Ii GA AOAISOOLE TOP PLACE U-BAR OVER INTEGRAL RE 13 CA ADAISTAelL ATTACK IOTTOM BRACKET FOTWRE ATTACKED TO WITH THE (Ih FT!-muci m TOP TOM" TO SOTTOM U-BAN WIN (3) '. PRE-PUROIED NoLCS HOLES EACH EIm(( FACING UPf//AUR' O / I/hl{a7 S1F ORLUNO IN .OTROtI 6 LIAR AND ATTACK THCJ3HBT SIiEV4 J WITH (3) 1/4-147/e' EACH T,7m WITH n 1 h147 cRwn E Sown SFAF OHO!NO FOR STANDARD TRACK AND (3) e 1 a-ta+7/e' bt3F DRILLING HEADROOM TRACK (2 OW OWOFweCH • e. • ` • . ARE USED To ATFAC® TIE TIP IMPACT BOTTOM BRACKET DETAIL A IMA00 AS 91oRN1 LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLOE ATTACHED 10 USED ONLY Of IMPACT PRE IINCNED NOES IN lop a U_BAN U-SAR OVER INIEDRAL WB WITH OAW SECTION _ 11 WAIHH ( 3) 1/{-,ap/U WP1T1E SgER9 THE (a) PRE-MISCIED HOES EACH SO a ROPfOf IDR ICE dCMWO NOIL W SIAE TO 0/9RR FACING UPWARD AM ATTACH THOW ENO SRACET ATGCIED PROPER AUOR1fNT of NOyQO CAP AT EACH END VAIN SELONIUNHCOOTIEK91I47/N' 1 140/B' 13 GA M R= ATTAA3® ATM' IFeAR PLACED O'S" TOP CWPITIE SLEW (3 w1H N) 1/{-140/e. m ON THE BOTTOM semen SMALL CCV TNROUQI 90TH C WTTTE sC1[V6 (2 O BE ATTAC® RMRU 00 CAP AT EACH IWAOIST AND U-GAR) wool An FAOnIM ETD WARM (I ,{-HNT/0 s6/ onumv ATTAOI[D7 COY/ITTE SGLY tAGRO am THE DETAIL G SO TOM FLANGE OF THE WAR HOR• OE 10 CLEARANCES REQUIRE TO ROLLER sTOV6lro / A - • . rfROLLETI WAIN4-4/ 2-—/ l/3• SIEN DETAIL 0. U-MOVER IS WICNOEATTACHED0ATTACKw1 ( e) 1/hSO3/e' Cf00'T1E SCIEVO (1 OF INTEGRAL RD WIN (3) 1/h70d/e• 11THMP111E SCREWS 1NRU PRE -PUNCHED MCKiS AT TrACINCH EO,ARE 3OF WHI ATTACMEA iGIwOCNL404INN RI EAoI INIEGFDIAIEIWiERE I= INSTALLED INTO TGD FLANGE TOP LEAF. AND 1 OF 11mm C FIELD NSTALLED 6lF-BAN MD B0nZ IN PRE- RBHGMED ROLE M M LEAF AID 1 THOU WIN of U-SAR AND IN u RETAIL GTE3RAL FO OF SMON) 4 13 u Sam IeRaET FACTORY ACHED VAIN • e S 1 PLACE U-BAN OVER INTEGRAL ITS WITH Moroi am TD OLFAR BOTTOM R4-143/1' sus BRACKETAND ATTAIN TNID OW CAP AT EACH END NTH 1 1/h1{O/e' SERF GRILLING O SOREW AS FOR emACT aESSTANCE, Saw ArD LSE (1) 114-l4x7,w sLr, GRLIINC CRe1pn BOTTOM BRACKETMUSTBESCKSEOTo THE aCnGW `. • SaEW ACID THE eaITTEM of THE SOTIOM U-M AT 11-eAR WITH 3) 1 hl{til sElfDETAIL Q CT E EACH PME- PUMCEO HOE AT EVERY HINGE LOCATION. USE (1 1/h$p10/e• CRMPTITE SCREW AT ODlfll SEE BOTTOMIRRACKET FNE-PUNCCD MOLE LOCATIONS OLTAM THIS GHOST. j Q•. STATE OF •(( F . csS/ANAL EEC•`?• E((11TIIIl\1V HHYVI(a 1MFw> k •[ 17Noun Mm cum M n It71M II PE 11/,110 FROICSIOUL D am ILL PHOTO® OILY FOR lu a1TANN1 7. IUUIIN mcrmuc 1 OVA" MIR STAINLESS MTM STAINLESS SAM RUBBER WASHERS 3-1/3. O.F MAN 7RAga ACLAZE SSG40MAC atRucnuALIT4SFN."NTC SKINT V OPERATOR BRACET. Bq . P•SmT SCREW GMT NOONRIO ON YPA" GATED SECTIONS STY Now nFTAII F SECTION OOORa H e 3•. 1a u. AR! ATM XNALFM AS a) SECTION DOORSIETM (s) Y, le GA LOCATED Rol u-BIRSS LOCATED OEINTEGRAL. R63 AS1. ALL U-BARS SMALL O PLACED OVER INFIGRAL MS AM AITACEO IN= PRE-TOCIED HMO WAIN ( 3) 1/4-I43/i C BWNTE SCEV4 AT EACH WTTmiEDIATE RINtE LO Uft (3) 1/{-1{.7,W SELF =I= Mwm SOIEVO AT EACH 840 CAP (on" "-BAN of BOTTOM INEICTION - SEE OETNL a AM D IN3 SOBT} T 1/h1fa0/' CRMME 1 W= 1MTRY HDWAT ON FADOF0000ANTIINTERMEDIATEMINL£ LOCATION, 1B0 (1) 1/ 4-144N CRINP TE SCREW AFPROMMATAT or FROM EACH ED. FOR TOOK IHD p GREATER THAN IZ- V'. INHERE SMALL BE A TOTAL OF (30) SCREWS ATTAC INO EACH U-GAR GICEPT BOTH U-BARS ON eanoM SE:1DN SW1LL MAVC A 11DTAL w (le BG4Ti6 EACSL FOR 000R IGDTHs Ras TRAM at OKYAL 1T-4. THOE 91ML OE A TOTAL OF <I6I sOEYS ATEAOONG EACHU_4 AN E3sPT BOOM U- WLS ON TmM SELTICM MON-S K RAL OFOORA W: wALL MA%% A TOTAL OF (14) SGEIM EACH. GUIEN vow" I" L WITH THE ECIPY0N of INE (e) PRE-PUNOIED MOLES Of POLYCANeONATE THE TLp OF EACH SHIPLISED FOR ATTACHMENT OFER THE ROLL SlAn AND THE (B) PILE-TINOMED Noss IN THE GOTMIA OF E \ CAM ED USED FGR THE ATTACHMENT OF THE TOP FUMU AID UK= NOTED OTHORRISE ON BOB SPECFICAUCI ORAVIN0. ALL TIE NOIE'E IN ALL U-BANS BE AtTADMID m THE Dow WITH Vr144/ e• awfnre atlE1M5 DOUR UT E SU x IOCAU-RYLS SHALL SE SUMMED •{e' APPRO MATELY e• FROM EACH ERR FACR STEEL-- ` I IlDalton. accauuw ER /•' GARAGE ODORS TL ORT9CM OF OVERHEAD OOON CO DETAIL E PEN MIA MAADORINNOR 3= 4 19171 O{-GOO r7/33/ 0e UPDATED nag . CORN r e/3./ 10 MODELS 5120/ 910D/9605 ISMEXT Z OF Z ORAWO PART NO. REV. NIINDLOAD SPECIMCATION OPflON CODE 0230 318960 P10 i- 14" MAX 12" MAX 12" MAX I 12" t i` MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAW2 1 KDa0fN. K qn aaaTTr OOM In om HWL am R PE 77W 1X FE 117M PAO7TOI9ONAL OI@1QIYs sm "ItomfO ONLY 70R vowl"11aN a7 TNRGTOAG 0w&71NCGO11 ORALS PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE 13 GA MIh CONTINUOI WALL ANC 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE 0. 13 GA MIN CONTINUOUS WALL ANGLE 111111f11//// NO. was . Z 40 9NAL ENG`• I1111 1 7 4CK 1/4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK ca o_ 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 REVISIONS mw- CuFs-Tow HOLE 12 FOOT 011/O3 ATED FORMAT. SED ALLOWABLE RES TO SLOG PSF FOR OR TMOTFLS A 'TEXAS WALL TD 'COIm uoUs NCLE'. ADDED ATE MOUNTING CHARGED FORMAT. RFD MODELS 05O0 1 6024 WITH OVERLAY imCLIPLLL cl 8/21/07 UPDATED MODELS RFD IN CHARTS. IATEO SPLICE A CLIP IEDULES. 9/05/07 UPOAIm CHARTS TO INATE THE USE OF aCEDCR T"EE ARo). 10/24/07 UPDATED STEEL AMINO DETAIL 104/11/06 EXPANOED 1-1/2' TO I/6- DOOR THICKNESS AT UP TO 14' NICK. 12n1/00 UPDATED TITLE CK 6/2/10 UPDATED TITLE CK. REMOVED CHART. 11/15/13 UPDATED TITLE CK 6/IS/17 uugb e goyo Q 8 DATE MANE DRAWN 6/21/07 GRT GIECKE0 61 07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE PEN 830)4FLORIDA9032S,4 ORANANG PART N0, 307494 REV. P11TRACKSUPPLEMENTCHART 2 3/4" tt" RIMSIONS 2 INCH EDGE DIST TRACK -ems -TEXAS ALL ANGLE 12 FOOT 0A7w1/0718N2-24E60XXMIN. 1 8 2-24 3 UPDATED FORMAT. CREASED ALLOWABLE RESSURE'S TO MIN 3/16" THICK b.DOOR WOD PSF FOROM000RTEXASTEXAS STEEL FOR MOUNTIN CHANGED MALL ANGLE' TO •CONTMOUS 5/16" x 1-5/8' WALL ANGLE WALL AMCLr. ADDED STRATE MOUNIM LAG SCREW OR DETAIL. CHANGED TO AN GAS EQUIVALENT INTO GRT 4//2107CH MIN 2 x 6 NO.2 TRACK CLI CHANGED FORMAT' SPF (G=0.42) OR _ _ DOAoomMooa9 <OVE BETTER AT EACH 1/4-20x9/16" o eo24 MATH OVERLAY GUL°CL CLF HOLE OR PAIR OF TRACK BOLT AND OTTT 8/'!1/07 HOLE LOCATIONS 1/4-20 HEX NUT ORDALIMED air MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL EOULUPDATEDM ctly OLP 9/05/07 2 3/4" OPTIONAL, WALL ANGLE MAY BE PS UPDATE MOUNTING AIL ORAWNCS MIN EDGE DIST ATTACHED TO SUPPORTING STEEL Go lom/07 WITH MIN. (1) 1/4-20x7/8" SELF 7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. 1DNATE THE USE OF E /e Ctw REP WASHER AT EACH HOLE OR PAIR OF tCEONamal. A THE HOLE LOCATIONS IN LIEU OF WELDING MP 10/24/07 d ••• • . 6 UPDATED STEEL RMOUNTINGwh1 l yd • .4 ' EXPANDED 1-1/2- TO 3/e- DOOR T1DC701Ess CHART UP TO 14' NICK CRT 12/11/06 0 ADDED MODEL 6700. 3/8" SIMPSON TITEN HD, ATEo TIM OLooc 2-3/4" MIN EMBED INTO ORT 6/2AO MIN 2000 PSI CONCRETE 1 UPDATED TITLE OLOCK REMOVED CHART. AT EACH HOLE OR PAIR 1RT 11/t6/13 OF HOLE LOCATIONS 1 I 1 l / 2 UPDATED TITLE Inmx WALL ANGLE J KOO 6/15/17PANETRACKBOLTAND • V ,, LICENSE - CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT Q: • i TRACK CUP Z * : No. 77945: S 0. STATE OF ip, :c4ORIOP .•' S ONAL ENG• 1T11{1 Wayne DATE NAME Dalton. DRAWN 8/21/07 R Fir L> Isee if7 GARAGE DOORS e/21 07 1 MaS SHEET z OF 2LAram FL FeWIMMO rx FIE . 3395 ADDISON ORIVE DRAWING PART NO. REV. FAINESSO"AL OIWIQN'9 C0 "RLAitl01 O1Y alRaF==M l "M1W0 O]1ffMUG' o MUMS1, TRACK SUPPLEMENT 4CHARTPE"' (AMOl1A4 30749 4 P 11r-aeD9o'' Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSAOOLA. FLORIDA 32514 MO) 474-9890 1111111111//// IF No.* sas , t STATE OF F ' •lORiOP . 'Gmc L I0 • 0• I 15MMUM 2" J.V SOUMFRM POLE M COIN IYIN/IV aw. p MOUNT HOFL OHIO R MPC77Ti K 117001 FROI' 9O1AL INmOlY FO VOWICANOM OF aO4R00RTA1lL SEE DETAILS 1, 1 AND 3 REORRED FOR VERTICAL 1 POST REINFORCINO a• MAX MAXNJM SPACING 6' MAX -+ 000R WaoTN LOOK 2-3/ 4• J 2) 3/8- SaIPSON 7REN ND SCREW ANCHOR WiH A 1 1 4- WASHER AND A WNWUM EMBEDMENT OtnH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2- 3/4•. MIMMIIN 25 OONCJiAF NOTE' MA)MM OESON LOAD CAPACITY OF 20413 LBS, MINMUM 2r6 p E HEADER LOOK SOU1Nl]TN P01E 9RACKE7 LOVE LUY Nr 4) 3/ 6' SIMPSON ITEM NO SCREW ANCHOR WITH A 1-1//4• WASHER AND A YINHIUM EMBECUCHi OEM OF 2-3/4• AND A UNIWM (DOE MIXWM 2.6 p E9 KA LOCK SOUTHERN NNE LLOIEIER 1 ..• .•. 1- 1/ 2• J ` 171/Y LAO SCREWS ID. WASHERS. HALL HAVE A VUION OF DISTANCE OF V. 1-913r INTO THE MAW ORT MEMBi TAIL MINIMUM 7000 P9G7K0rtqllill ff1.1 ' Klr- KAM M MOCK LOAD GN LOAD CAPACITY OF 2400 LOS CAPACITY OF 2430 LHS SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TrFLE BLOCK ESC 6/ 15/ 17 MNG PART NO. I REV 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE MIN 2 K 4 SPF (0.0.42) OR BETTER WALL STUD RIQjE MAX ALLOWABLE FASTENER HIM' MAX AUAWABIE FASTENER LOAD MAY LOAD MAY EXCEED THE DES= E)C® THE DESIGN LOAD OF THE STRUCTJR[. LOAD OF THE STRUCTURE OESIGN 7 4' DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUPPORTING SOLECSTRUCTURESHALLIE0OISTTHESERESPONSIBILITY OF THE PRW.SSIONAL BE THE SOLE RESPONSIBILITY OF OF RECC O FOR THE STRUCTURE THE PROFESSIONAL OF RECO FOR THE STRUCTURE A EXTERIOR SNEA3/ 87 SIMPSON TITER NO. 2- 3/4• MIN EMBm. INN N' BE w" JAMB BRACKET LOCATION JAL® BRACKET 1/ 4-204/19• TRACK BOLT AND I/ 4-20 RD H TRACK DIFIFCT CONGRC'Ic MOUNTING DFT N J KOR SF . Nib, •,, No• 77945 • * ; TA' M OF Ps _. O AYIE 4 Ka11191J K FKNDPCVAT T. FDSD FL K 7na7 TX PE 1170S F& MMDNAL ONI FON S SEAL PROMO D MLY FM VWCAODN Of O4XOAD CMISIW cDDII DETAILS 3/ 19' LAG SCREW WTH 1- 9/3((2• C/MS )D 01 CENTER OF JAMBOR EACH STUDBRACKETLOCATIONJAMB BRACKET 1 4-20a9/1N• ACK BOLT AND 1/ 4-20 HEX TRACK n91ceT wnm un NON. Ocru1 uax a20 Lg•1 PEW .r. c ercWFTe JAMB CONNECTION SUPPLEMENT P17 UPDATED TILE BLOCK CSC 0/15/17 . ORAWINC PART No. REV. 324620 P76 i 1 /2/201.8 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats 6 Fads Product ApprovaldbprUSER: 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. KoppC@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 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 Sections from the Code t https://floridabuilding.org/prlpr app OU.aspx?param=wGEVXC)MDgtvA%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 f Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL 4t 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. 29715.3 Series 70 Model 2227 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, N/A Other: See installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 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 11 SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 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.udf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 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 BM Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :; Statement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wl: 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: MUMS 0 Credit Card Sate https:/Moridabuilding.org/prlpr app Otl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 P rP,—Le 44 wy S 9Q8= zt o5 M19 144 tPC I: QleT QT3' i'-i' 4 Wo a aS to Q>.• M a- c n 5 Zy nt ; o$€ o n gou tow rzc;S/t tCCr qgz l c az ¢jg E_ 3 3 SO z n w a p^.^3 , ALEto;gR F =>; Pii R>• O Z C1 w4 l ; i 300QCCQtZ^/^Z g Qt' .pJLJ(gp tL fitAgag RLaIT c2rnt N N0 1 _ r. n ion, - VC8 OP 2 trm 0cco- 9 O oo =Q p ox Zp H U s s A04 _11 Aos r R L: fol ';z€ sa y s ss a g4 a3- =b 8 ass a fill 9- PH a$ g QQ 8Q a o; e 6 8 a•; f 0 Hot z s8 €€ pax A 1;. oa 09 fit 29a A _sa 'F '$ n Q; ash Q o All r2.1lipkg ko P * 4 p N • Y N r t A" 8 go PFRMA; .AA fapZZ a 11j z p F p ; Glial 1w° nC pv 2riOQ Q w M al ago W211 HIM as Q Hum all " taaA 81 Rio€ 2 8 T gjazz r w S O p p P P 0 Y d1 L P w O O x y uu yy.. YY yy 33 yy yy 1 yy Yuy ppffpp ii rZZ ZZ, ZZ OZZZZzzZZZZZZZZZZ ZZ Z ZZ Z O w W N P QITj I I iP rn X C rn 0 o r zzrrn cnc c r Qk r 4 rm 0Z Cow04sO. O C 0 1 ch I C T TITLE: SERIES 2900/4900 0921E15 •`` Q RGVLSI NS SINGLEHUN6 WINDOW — VC, OWN BY: y / DESCRIPTION BY DATE tusr uana+e P C ` G • 6E14ERuI NOTESLMS 0' CHK 8Y: - ° T T F of 6TH EDITION FOC UPDATE LS 06.14.I7 PREPARED BY: C pIJBUriDIN6DROPS, INC. T F1fN y C) G\? 39E E DANIA BEACH.. STE. 338 b Q SCALE: ` DANIA BEACH. FL 33004 N NTS •#* KAaA% + nNu+Mr• n aAjm4+j• N A cl OWN BY: N<# Q n Q c 0 O C) LMS t i CHK BY: HFN SCALE: N NTS A c D N b T 8o j9Oa9 ^^z F c go H REVISIONS 11.1 c: ataltszvwl4vw StWAE HUNG WINDOW ELEVAtrONS L y1 r S DESCRIPTION BY DATE 6TH EDITION FBC UPDATE I LS 106.14.171 PREPARED BY: IJ DROPS. INC DANIA BE. 396 E DANIA BEACH.. STE. 336 DANIA BEACH. FL33004 M (451)IM4416 nt (#NJ?".4716 2' MAX FROM CORNERS 11' " O.C. l , H* MAX O.C. FROM MAX 41/2' MAX CORNERS 1 r O.C. 4 1/2' M O.C. 2' MAX FROM LCORNERS T j 7cic..•..rvaTs.rv7o.ar 2'MAx y«uTt.Hoa•cornx••oc Lma j FROM TreAD,1NY,4p yRL CORNERS ANCHOR LAYOUT AWL FM -SINGLE HUNG WINDOW 6' MAX FROM WMAX CORNERS I O.G. 6' MAX FROM CORNERS 20' O.C. 6' MAX FROM C°RNERSL L I ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG W W DOW 41/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG W WOOW 1' MAX jFROM 1 6' MAX CORNERS O.C. r MAX FROM CORNERS W MAX FROM 12 3 MAX CORNERS O.C.O. 161/2' MAX 16 04( L 6- MAX T - O.C. ANCHORLAYOUT NAIL FIN - TRIFLE SWGLE HUNG WINDOW 12' MAX. O.C. IIIi FROM ANCHOR STRAP 6 CORNERS P/N 50.2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -rom SINGLE HUNG WOIOOW ANCHOR STRAP P/N 50-2995.2 SEE SHEET 5 FOR OETAAS ANCHOR LAYOUT THROUGH RRAME-TWLE SINGLE HUNG WINDOW SilverUme b)AI1d(-fsm r4s are •n•T7ure Wmw IONTwpWi7marYom M PaI1475-UM p Y Q 2 Z c" GI a tu r G < W o r _ ai< a al 6Gao v WF y a a m J N O z 7 d Z W vHUpG 43tu tu O k YT•- % f11 M T 0 V6 M: SW0002 HEer. 3- OF 6 CONCRETE/ MASONRY BY OTHERS 1 U2• MIN EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD 8UCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8• MIN. itB WOOD SCREW EOt:E GIST. INSTALLATION ANCHOR EXTERIOR F1N¢SH BY OTHERS MAX PERIMETER SHIM SHIM SPACE UNIT BY OTHERS 1 HEIGHT EXTERIOR INTERIOR i SEE GLAZXW DETAIL, SHEET6 C1 VERTICAL SECTION HEAD • ZX WOOD BUCK NAIL FAI SEE GLAMM DETAIL, SHEET 6 EXTERIOR INTERIOR 0A UNIT HEIGHT PERIMETER SEALANT BY OTHERS 1/4• MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS as WOOD SCREW INSTALLATION ANCHOR 3/8' MTN. WOOD BUCK BY OTHERS EWE DIST. SEE SHEET 6 FO CONNECTION DETAILS p. CAULK BETWEEN a CONCRETE/ MASONRY 7NCRETE/ MASONRY 6 ZX BY OTHERS WOOD BUCK BY OTHERS L , MIX EMBEDMENT SECTIONRTICAL Q SILL • V WOOD BUCK NAIL FIN Silverline Andersen ac sarEFA" curt owm u-mwux w oom n VIM MAX SHIM SPACE MIN. 3/r EDGE DISTANCE 3 7 i NO8 ,yZ iJ SASH RMFORC * SEE SHEET 6 FOR REQUIREMENTS w Z =o v Z a F E SEE Gl/laP1G MIN. 3 THREADS PENETRATION w' yyw vi r a c W E EET BEYOND pETA1 6 METAL STRUCTURE Ni l) cc a z a O INTERIOR u8 6R. 5SELF-TAPPING' SCREW„ INSTALLATION ANCHOR oMETALSTUDBYOTHERS, SEE SHEET L INSTALLATION NOTE 14 m EXTERIOR FINISH OTHERS 7 EXTERIOR PERIMETER SEALANT 0 BY OTHERS 20 vO.H. UNIT N d WIDTH W C HORIZONTAL SECTION F- Q LAMB • METAL STUD d NAIL RN 2 mv1 m NoNzzu2z c v h DWG u: SWD402 SHEET: 4 OF 6 SnO WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY + BY OTHERS CAULK BETWEEN CONCRETE/IWl5ONRY . BY OTHERS EXTERIOR FINISH • . BY OTHERS PERIMETER SEALANT BY OTHERS / O.A. EXTERIOR ( / UNIT / HEIGHT SEE CLAZD46 1 DETAIL. SHEET 6 3/4• MIN. EDGE DISTANCE '{ 2X WOOD SUCK/STUO BY OTHERS SEE SHEET 6 FOR U4• MAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQVDLEMENTS 5EE 61.AZIIVCi 11/2• MNTL DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX SHIM SPACE 1 VERTICAL SECTION J HEAD .2X WOOD SUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE C.A.['PLAN VIEW -ANCHOR STRAP UNIT / (P/N 50.299152)' DETAIL AT HEIGHT ti RIGHT FOR INSTALL REQ. PERIMETER SEALANT 1/4MAX BY OTHERSSHIM SPACE 1 ' r EXTERIOR FINISH 1 Us• MIN BYOTHERSae • ; • .: EMBEDMENT PRECAST 5}11 • — 4 BY OTHERS a 3/ 16• ITV TAPCON INSTALLATION ANCHOR e ' a i' 3i4•'MIN:: '. EDGE DISTANCE p VERTICAL SECTION S SU-CONOWTE/MASCIA Y THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2• EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STVO OR APPROVED l— MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR ` PERIMETER SEALANT BY OTHERS O. A. UNIT WIDTH I/ F HORIZONTAL SECTION 5,/ Jws METAL TUBFJVUD OR APPROVED MUWON TNROUGHFRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000 FRAME. HOLES PROVIDED TO ACCOMODATE #14 DIAL 2.0000 2.0000 0. 500 0. 0620 0 3U( Z){—F-3.0000(2) 6.0000INSTALLATION ANCHORS FROM ANCHOR 57RAP TO PLAN VIEW - ANCHOR STRAP (PM 50-2995-21 OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONOUE`TE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN• 1-1/4• EMBEDMENT, MILL 1-3/4• EDGE DISTANCE. 8. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF-ORIJING SCREWS. GR 5. PER STRAP. #M4. 3 THREADS PENETRATION, MIN. 3/4• EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/ 2• EMBEDMENT, MIN. P EDGE DISTANCE. SilverUne L', ARU) N15 m Ali ii Vi.Oi• a9 Pam— - man m2 a G$' = N2 a DWGfit: SW0002 SHEET. 5 OF 6 t INTERIOR INTERIOR SNAIL' FRAME LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF, SEE SE.OW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION rH---N HORIZONTAL SECTION MEETwc sn1E 6 IIRERMfMM FRAME MYWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/AATINGS: 48 X 72. MIX). DESIGN PRESSURE •/- 35 PSF 36 X 64, MO. DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84. (O/X-OJM. DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-OM, DESIGN PRESSURE •/_ 50 PSF 100 X 62. (0/X-O/X-OM, DESIGN PRESSURE •/-50 PSF lOB X 72, (O/X-O/X-OM, DESIGN PRESSURE •/-50 PSF J C- STEEL INTERMEDIATE FRAME 'LARGE'REINFORCON6 IS NOT REQUIRED FOR THE FOLLOWING SME/RATINGS 76 X 62. (O/X-O/)Q, DESIGN PRESSURE •/- 35 PSF 1 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-OM. DESIGN PRESSURE •/- 35 PSF NOTE: ALL6LA2IN6 CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . CLASS LOAD RESISTANCE. 9/8' Opt. I.6.6LA55 EXTERIOR / INTERIOR t 0 p MIN, GLASS aZTE yr 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' mm CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, OG SPACING SPECIFIED IS NOT EXCEEDED. 2- BUCK MAY BE FLVSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 V4' MM EMBEDMENT 11/2' MIN, EDGE DISTANCE r MIN, EDGE DISTANCE • :. ` CO NCREYE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverUne agrKWrSM K711 eere. eeee• Moeni uKwwvmw aae W (PA Q64M 0 Lo C) .0 H 4 d. Z LU vh G O W o N 2 a 3 J:X vZGpV DW6 A: 5W0002 sHEET: A 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 6tn 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' per 7 T T • 0 F.........•'• G sS/DNA%- Hermesremm P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 - Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 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 61h 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 61h 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 A\\) 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: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates 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. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 01 Business & Professional Regulation BCIS Nome I Login I User Registration I Mot Topics I Submit Surcharge Stats a Facts I Publications FBC Staff I BCIS Slte Map ( Unks Search a Product Approval R USER: PublicUserdbi Product Aooroval Menu > Product or Application Search > Application Us t > Application Detoll FL # FL13192-R5 r,ECRETARY Application 'type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS 11 CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.DdfImpactResistant: N/A FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathing.odfDesignPressure: N/A FL13192 RS 11 NOA 17-0406.06.odfOther: For use in HVHZ Install in accordance with NOA 17- 0406.06 Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER Rio-2688-17 Plank WSP Sheathino.Ddf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS Il ER RIO-2683-17 Plank Wood Metal Frame.DdF FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathina.DdfImpactResistant: N/A FL13192 R5 11 HardiePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 11 NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odF FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 11 ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192. RS 11 HardieShingle-Installation.Ddf Design Pressure: N/A Verified By: Ronald 1. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardleShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use installation Instructions Approved for use In HVHZ: No FL13192 R5 I! ER RI0-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odF Impact Resistant: N/A FL13192 R5 11 ER RIO-2687-17 Plank ShlnDle to CMU.Ddf FL13192 R5 II HardieShingle-InstallaHon.DdfDesignPressure: N/A Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 I1 ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS I1 ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 Il ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 R5 lI NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 Il Prevail-Lao-Slding--Installation.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Bach Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624 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-mall 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 850.407.1395. •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 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. Tb determine If you are a licensee under Chapter 455, F.S., please dick bEr,. Product Approval Accepts: Credit Card Safe Florida Product Approval Prevail'" lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAILLapMULTIFAMI LY SIDING PRODUCTS Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTNE FEBRUARY 2010 SMOOTH D 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: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. OUTDOORS 1. Pmft aAUng station so N wind will blow dust away from user INDOORS 1. Cul o* using score and snap, or shears (manual, deft or pneumagc). Installing siding wet or saturated andollminwoANarea. 2. Position aApngditinwetEvetutaaladarea may result in shrinkage at butt f2. Use one offt methods: NEVER use a power saw indoorsoints. Car lanky on1Carry edge. P 9 • e. Beet I. Score and snap 0. Shears (manual, eledtc or pneumatic) Protect edges and comers from b. sever: 1. oust reducing circular saw d wigu arA, NEVER use a circular sew blade go does not carry the Hardrebiads sew blade trademark dry Usebreakage. The manufactureris not breakage. Hadebladewsawblade:d aumextraction c. Good: L oust mduog circular sawv to a Hardleblade saw blade NEVER sweep- welsuppressmaHEPAVacuum for damage caused b Pogy only use for low to moderate coping) Important Nde: For maldnaxm prdacUal (Immst respirable dust produdiar), the Manufacturer recomine is alW* usN'9es14rM cuWng methods On feasible. improperstorage and NIOSHapprwed respirators can be used to conjunction with above culling s to furor reduce dust spun, Additional apmm Wormallon is ovallable at www.prevepsldag.com to you detemdroe lice moll appropriale aAWg meDW for your job mWimmants. II concern sIIU exists abort exposure levels or you handlingofthegproduct, do not comply with the above pradoes, you should aW* omsdt a qualified Industrial hyglenlsl or conlad g» Manulacturer for kather bubrrnalbn. MKS GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. Prevail"' lap siding can also be installed over foam insulation/sheathing up to 1' thick When using foam insulation/sheathing, avoid over -driving nails fasteners), which can result in dimpling of the siding due to the compressible nature of the foam 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 Prevail"' products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' Is required (fig. 3). Maintain a 1' - 2' clearance between Prevail"' products and roots, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' clearance between Prevail'" products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure 1 Double Wall Single Wall 8 Ulm (fig.6). 9 Construction Construction Instal kickoul flashing at roof -wall junctions (fig. 9). w„alar.re barrier 104n bracing Adjacent finished grade must slope away from the building In accordance with local 24• o.n mx. building codes - typically a minimum of 6' In the first 10'. O=gdng Do not install Prevail"' products, such that they may remain in contact with standing water. Prevail'" lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail"' products. For larger projects, including commercial and multi -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 ColorRnlsh, Recommended for Primed pWw# Figure 2 It is not recommended to use caulk at field butt joints. Install modem Install factory finished edges together at butt joints. As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. 01 water reslsM o baffler o fastener Instep e 1 114' slaver ship to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk"' WARNING: AVOID BREATHING SILICA DUST Prevail"' products contain respirable crystalline silica. %vNch Is (mown to the State of California to cause cancer end Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Brealhtng exasslve amounts of respirable stile dust an also cruse a dsablkog and polentlally fatal lung disease called slpcosb and has been linked with other diseases. Sonar studlas su gest smoking may increase These risks. Duri insWilatbn a handling:S1) work b outdoor areas wltlr ample ventrlagon; (2) use kber amend shears for cotlirg or, where not feasible, use a Hardreblade saw blade and dust reducing circular saw anadred to a HEPA vauarum;l, wain oUrere In the immediate area; (4) wear a properly pled, NIOSHapproved dual mask o respirator (e g. N 95) N a000rdana with apppabb govermrenl regulaUoru and manufacturer Irsbudlons le krAher Ilmll respirable sIDca exposures During cleanup, use HEPA vaaums oust cleanup meUrods - nave dry sweep For further Irdamallan refer to our InslallaUon irstrucllan and Material Safely Dale Sheet available at www.p vallsiding coin or by alpng t 877-23 7526. FAILURE TO ADHERE TO OUR WARNIWGS MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS pERSONAI INJURY OR DEATH. PR1007- Pt/4 7/10 South CLEARANCES Install siding and trim products in Maintain a 1"- 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"' products surfaces, flashing and counterflashing requirements for clearance between the PrevailTM products and • arid'decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5g manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the shrd ab Figure 4 a1d1ng avatar x1st a roofing and the bottom edge of the siding and trim. FI ure 6 concrete Maintain a 114" clearance between the bottom of Prevail"° products and horizontal flashing. Do not caulk gap. Figure 7 r— siding Do not 1!4• gap Caulk bashing e n lap siding Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS** fascia deck r g 1•-r Figure 9 , . KICKOUT FLASHING eipy, Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascla and trim It boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout° of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevaiP 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. stud 24" Figure 10 Figure 11 ""'• 1 114• min. O.C. max. Minimum overlap r1ri :•°' • overlap water -resistive ,...t.•• -; .ct+' IbarrieroforBothFace1 and Blind Nailing l blind nail 3la•-1• l _ — — r •- ' min. 1 1!4" ° face Hall 0 oveTrla-p— r water -resistive i r l r r k r water -resistive barrier 1 114• min. w F' barrier overlap § Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. i The illustration (figure 9) and associated text was reprinted with pemlisslon of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.pconrne.com. Also see General Fastening Requirements. P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing PrevailTM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If selling 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 bads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail Is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il add nail do not under vo 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 PrevailT" 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 caulkirig/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Bade -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTm SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on PrevalT" products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS so 1 SQ =100 sq.11.) 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 71M 71/2 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 36 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 Be 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 13 325 260 217 208 193 188 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 236 238 177 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: Prevaillm 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. P3r4 7110 South 2010 JHTL AD 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 SOS Home I Log in I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I FbWa go Product Approval USER: Public User X= Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden O 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 1402 Method 1 Option D Year 2009 https://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Og2sYQvu%2bwcrwmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12194.1 09/06/2017 09/06/2017 09/13/2027 12/12/2017 12/15/2017 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No' Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90' Other: See Evaluation Report for limits of use. Aluminum soffit panels, Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.01 Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports, FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.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(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F,S., please dick here . Product Approval Accepts: ME m Credit Card Safe https://www.floridabuilding.org/pdpr app_Otl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 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 61 G20-3. ALC15001.3 FL72194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inz/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 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 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t%%11111111111 9 E ni p9%' 2017.09.01 No 74021 10:06:18 04'00' STATE OF T ••. A, P Zachary R. Priest, P.E. R I'••C? N ` Florida Registration No. 74021s`s'ONAILE`Organization No. ANE9641 11111111 10 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LiMiTATions and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: ALC 15001.3 a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 FL12194-R6 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location IF Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12.14 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 MOP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. o C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) 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 t23.5 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 pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern 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 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg sstaple 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 pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. t801-60 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. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 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 MOP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. ,- p One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0 072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t6o 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, 1-inchanchoredtoga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2 25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/0" head dia. nail with min. lk" engegement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, Conerete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail XT, `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ;' DIAMOND PATTERN L-1 I DETAILCROWNSTAPLES; USING A DIAMOND sre' KTVCMI srwn cs i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWNJTRIMMLFACIA BOARD 1 e' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEOCFASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT_ max. 12-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER JI nKTVM SOFFIT STAPLE OIST DIAMOND LyDETAIL PATTERN FACIA BOARD %% trvmh it NJsrsi3/4' X 1/4' CROWN STAPLE '24'JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWNFACIA a' 1— CHANNEL BOARD 1- 3/ 4' TRIM NAIL STAPLE ON CENTER Pscrewed to soffitPAINTEDone(1) #8 x S.S. 48'with FASCIACAP 1/2• x 3/8' head diameter screw, D.C. 3/4' x 1/4' 16' o. c. CROWN STAPLE SOFFR—max. 12-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15OO1. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA OOARO PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARO u w ver-N;a 16F- 1 SOFFIT & FASCIA 16F- 5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA OETAL 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. 11A" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4' ' ; DIAMOND PATTERN DETAILI3M CROWN STAPLES ! I: USING A DIAMOND sr rs i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL B• 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. F CWNEL GW BE PAINTED S.S. sa' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 e TRIM NAIL FASCIA 60ANO PAINTED S.S. FASCIA CAP SOFFIT 1.4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1':4' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND 16117-2 PATTERN; REFER TO OETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP: REFER \ oo TO SOFFIT i FASCIA /. F' CHANNEL--,-*' HANNEL DETAIL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4' CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN ANNEL 1-3/4' TRIM NAIL] PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLESTOPUS DIAMOND PATTERN 1 I FAcu BOARD DETAIL n i ASCU CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA 60ARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM MAIL FASCIA BOARD PAINTED S.T. CROWN1' FASCIA CAP STAPLES SOFFIT US04G A DIAMOND PATTERN; REFER TO 1'ai' CROWN STAPEE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM MAR, FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA DETAIL 24F-1 & 24F-4 1-4- CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT l FASCIA / \ DETAIL Nominal Mat' STP I Batten Anchored to SOFFIT; MAX. 24' 1 3/8'1 If•CNANNEI Ratters with one Id I Ring Thank Nail at MOOD SUBSTRATE every Rafter SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAUITEO S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'e!' CROWN STAPLE 11' TRr, NAIL FASCIA BOARD PANTED S.S. SOFFIT &FASCIA 24F-2 & DETAIL 24F-5 1'4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT a FASCIA OETA0. Nominal rar STP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Had at ererF Rafter M000 SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 {- fRIM MAIL FASCIA BOARD 11,GA {' T-NAILS PAIMTEO S.S. I FASCIA CAP i SOFFIT 1'Q' CROWN STAPLE 1 {' TRIM NAIL FASCIA BOARO PAIIREO S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA OFfA0. Mominat 1'ar SYP Batten Anchored to SOFFIT; MAX. 24' f-CMARMEL Rafters with one Id Ring Shank Mail at every Rafter f MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. rol' CROWN STAPLES FASCIA CAP USING A DIAMOND SOffIT PATTERN; REFER TO CANTILEVEREO r4o CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETAIL FASCIA BOARD 1 TROT NAIL SOFFIT & FASCIA PAINTED S.S. OETAIL 24J-1 8` 1-4' CROWN STAPLE 24J-2 r FASCIA CAP; REFER TO SOFFIT i FASCIA OETAIL / \ Nondnal l'a r SYP bauens 6- 1aubetl Wtween raven and SOFFIT; MAX. 24' 1-CNANNEL secured wM one (t) 7tl ring shank nail Might-nalletl through the rafter into the end W000 SUBSTRATE of the When or two (2) Ttl \ — MO stunk nods toe -nailed on either aide of the Wttem at the bananrfafter Intersectbn / SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 1 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR nofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 1 -56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR nofi< Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 1 -70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 r60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM T -T 3/4" ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM E 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit osrn 0.i8'rn 18' BLANK 3 / 8 PROFILE 2.OT FU a0000 ao 00000 ooao aaaoo 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 0 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.1 TS' of 0 W TrP Y W TVP 0.12V TVP 0000 000ao ooao 000ao ooao END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 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" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 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 in2flin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. IN% ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 00%,F1Y 'R' I P i QG•GEIVSF•iS''. 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 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location I/ - Fastener Fastener ALUMINUM COILS, INC Soffits Approved S stem Numbers and Definitions 12F-# A roved Systems for 12-inch Overhang with F-Channel 12J-# Approved S stems 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 MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0 072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- inch o.c. ALC 15001.3 FL12194-R6 2of8 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 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/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. aced 8-inch o.c. spaced head diatrip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 16F- 1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0. 072-inch diameter finishing nail with min. 3/16- t53.3 12- inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0. 072-inch diameter 16F- 2 12- inch Wood inch leg staples in diamond pattern Wood 4- inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail t26. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC - Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. ailhanknailshank 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 ga. 1l4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC - Soffits Appendix A . Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 160 inch 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. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPRoveo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" hand dia. nail with min. lk" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 7"F'CHANNEL 12F-1 & 12F-3 wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj Wr WNW ` SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• x 1/4• D ETAI LCROWNSTAPLES ; USING A DIAMOND >rA PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 9. 1-3/4- TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F- CHANNEL CAN BE PAINTED S.S. 4a-FASCIA GIPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4- X 1/4- DOWN CROWN STAPLE SOFFIT- max. 12 -1 nch span WOOD SOFFTT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN I J—CHANNEL 1-3/4' TRIM NAIL screwed to soffit PAINTED S.S. 48' With one(1) A8 x 1/2• x 3/8• head O.C. diameter screw, 16• O.C. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLESTNUS DIAMOND PATTERN 1 I DETAIL FACIA ARBOD vs' aTvca i STAPIt3 / ASCIA CAP 3/4' X 1/4' CROWN 1_3/4' TRIM NAILSTAPLE 'a' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFfIi CROWN STAPLE OPEN RAFTER FASCIA BOARD N6AsmI-= 1617-1 SOFFIT &FASCIA 16F-5 OETAIL fASCIA CAP; REFER TO SOFFIT i FASCIA OETAt 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 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 System No. Installation Detail Min. 3/8" head dia. nail with min. 11,:" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. S/9" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM rg SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3 /4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 1 % SOFFIT STAPLE RAFTER OPEN3/4' x 1/a' '; DIAMOND PATTERN I DETAILjL-31V CROWN STAPLES USING A DIAMOND ; KTV i st i PATTERN FACIA BOARD J. FASCIA CAP 16F-4 3/4' X 1 /4' CROWN FACIA 80AR0 TRIM NAIL a' STAPLE ON CENTER AINTE1-3/4' TRIM NAIL PAINTED S.S. 1-3/4- TRIM NAI:rP CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. C NAILING FLANGE UP OR 3/4- X 1 /4' DOWN CROWN STAPLE gOFFyT_max. 16-inch span WO00 SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC , Soffits Appendix B System No. Installation Detail 1 p' TRIM NAIL FASCIA BOAR0 PAINTED S.S. . 0 FASCIA CAP SOFFIT 1'ij' CROWN STAPLE OPEN RAFTER FASCIA 80AR0 1'at' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFERooTOODETAILSOFFITtFASCIA F' CHANNEL 3/8 SOFFIT; MAX. 16' ISPAN W000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4' CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAZI PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN FACIA BOAIi0 DETAIL 3 vr I[T it STAi C/ 14 ASCIA CAP 3/4' X 1 /4' CROWN 1-3/1' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TR01 MAa FASCIA BOARD PAINTED S.S. r4- CROWN FASCIA (AP STAPLES SOFFITUSINGADIAMOND PATTERN: REFER TO 1'.J' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 & DETAIL 2417-4 1-4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA / \ DETAIL Nominal rah ST'P Batten Anchored to SOFFIT; MAX. 24' I 3'glF-CHANNEL Raftfted with one Id I fling'Shank Nail at every Rafter W000 SUBSTRATE \ / SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAMS SOFFIT 1'4' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 r4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OETA0. Nominal rar syv Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Id Ring Shanh Had at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM MAIL FASCIA BOARD PAINTED S.S. I110Ai' T-NAILS FASCIA CAP i SOFFIT 1'4' CROWN STAPLE 1 I.TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 1'i!' CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT i FASCIADETAIL Namaal mr SYP Baffin Anchored to SOFFIT; MAX, 24' F-CHANNEL Rafters with au Id Rag Shank Nail at ivory Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 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 II- TRIM MAIL FASCIA BOARD PAINTED S.S. 1"4' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO ANTMEVEREO I'Vj' CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I TRIM NAM vAlNreo s.s. DETAIL 24J-1 1-4- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT It FASCIA oo DETAIL Nominal 1' e r SYP WNmn awubad ranao and SOFFIT; MAx. 1A- I 1-CHANNEL kh oneaeturodwbhone (1) 70 ringanentInouavaignt4wed Ouotph the ratter kno Ou endM00ofSUBSTRATEofthebattenortwo (2) I'd rep stunk nW tos4afeo on eow atao of the bottom at the battenNenm intersection SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 14a 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C l)esi n VUirid Pressures Building T ehpsx Zone Mean tdei ht: fl btra,cy 120 13l) 14t) EfJsQlVirld;S eed-m 150 160 1J s~'"'' :;::'` %«t • >•r; ; ; ; : {,. r 1J0 ^'_ .180 •> 190-200,,--•_ iil . l tea.` ..kx•, +: Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 ' 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 r60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C rn,,,W_jijrWl?Te-" sju"r ku one jM'j!.MBdsib MMI.Slabdid: rhph) Z.4.1';' W .-n 150N ifto - -% ItMW ' k160 4 *-; 170" Y- . 180'.- 1190- io0- Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7' 42.1 47.9 54.1 60.6 67.6 74.9 JU 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92-4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2E50E619.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 0 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/5' PROFILE ISOMETRIC VIEW 3/0' 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" 7/81, 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit oam O.RY TW 18' BLANK 3 / 8 PROFILE ZIMW olooaa 000 000aa 0000 , 00000 ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" 13.75" BLANK 3/8" PROFILE al:racy u2rrP 0.12V T" a a000 aaoo 0000 0000 aa000 0000 END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. 1/2/2018 Florida Building Code Online act, ; , .n,,,n • 'd BCIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats & Facts Publications FBC Staff BOS Site Map Unks ( Sear kki Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-1112 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 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.hamer@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Use rs/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200n line. html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use The State of Florida Is an AA/EEO employer. 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 I1 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES' FL5444-1112.odf Created by Independent Third Party: Yes Back SNext 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 mall. If you have any questions, please contact 850,487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi6 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: RE® Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT°1020APPROVAUFlorida%20Buiiding%20Code%200nline.html 2/2 Q0TRINITY I ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 6tb Edition (2027) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Roben Nleminen, P.E. on 09/05/2027. This does not serve as on 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 I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD' ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 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: iniint Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/2999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 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 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I. C. Evaluation Report 353Z.09.05-R13 CertiJicotcplAutharkatlon#9503 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651- 5847 Revision 13: 09/05/Z017 Page 2 of 2Z QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20^', XT" 25, XT'" 30 and XT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont° IR, Carriage House Shangle®, Grand Manor Shangle°, Landmark", Landmark"' IR, Landmark'" Pro, Landmark'" Premium, Landmark"' TL, Landmark"' Solaris and Landmark"' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL"' and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest"', Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 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 D7358, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V„ Ir = 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 i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (V„It =194 mph). 5.4.3 Classification by ASTM D7258 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 D7258 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 250 mph (11.11 = 294 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 611320- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorkation #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 QOTRINITYIE'RD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 2507.2.3, 1507.2.4 or R905.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 2512 or R908 and CertainTeed published installation instructions. ENGUSH 12" 12" 12" 305 mm) (305 nm) (305 mm)- 1 " (25 rem) 1 Sealant 1"(25 rem)) 5 5/6" (145 rem) 5 t/? rwooTd F4M i METRIC 131/e" 131/e.. 131/e" 1"(25 mm) Sealant 1" (25 i T Figure 113. Usejour nadifor evMfid/ sbtn& STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASM D4586 Type Il is suggested. I Rooling Cement Apply 1 (25 rran) spots of asphalt rooting cement under each tab corner. Figure 11-4: Umfour nails ands& spots Q%aspboU current on sterp slopes CAI)TION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridee for CT207", XT^" 25, XT" 30, )Mm 30 IR: Cut Shingles I 1 r- 2" (50 rem) Remove25mm) t1 t, illItfVtl 12.. Cap Cap Cap 3D5 mm) Shingle Shingle Shingle 1 Figure 11-24. Cut labs, tben trim back to nra& cap sbingles fth(sb dimensions sboum). 5" r12" (305 Min) 125 mm) eIe' Shy I't Nos'"°° d V\l Figure 11-25:1nstaWlon of caps along the bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6s" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 23: 09/05/2017 Page 4 of 12 6.5 QOTRINITYIERD LOW AND STANDARD SLOPE STEEP SLOPE Use SLC nails for every full shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shovin below Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 7\1)e II is suggested. t' (25 mm) -+I Nall DO tbtl 110"* 1: __ _J L I — I— , 1125 M)—+ trail tits Figure 2. Use sLr nails for oven'Jiff shim% C, 0 ; ;, ftun, 3: Use si r nails anAfour spots of asphalt roofiuq cement oa steep slopes. 6.5.1 Hip & Ridee for Arcadia'": Cedar Crest"', Cedar Crest"' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO Mrm" 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. mm) I (305 tnm) ure —T r\Z9 scol Hand -sealing adhesive 4" 114" 3/4" Ir 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 CertiJlcote PfAuthori:otion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2027 Page 5 of 12 6.6 54, 06 MM Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 01 IKIVmi Il l o AddhimW rails d mquirtd. QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. r0a HBO, Il!' t' (S mnl liaarng C:aera - 6.6.1 Hip & Ridge for Belmont* or Belmont® IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest"" or Cedar Crest'" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar CreStTM IR hip and ridge shingles. 6.6.2.2 Option 2: For Belmont*: Shangle* Ridge Figure 17-18• Sbangleo Ridge. 18' Exposure Remove tape from the right side 1 - ; g•` _ I and fasten II SECOND Fasten the " left side 85 e RIGHT FIRST LEFT Figure 17-19. Installation ojSbangle® Midge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NPi""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R23 Certllicote olAuthorkatlon #9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 6S2-5847 Revision 23: 09/05/2027 Page 6 of 12 6.7 QOTRINITYIERD LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Use fire nails for every fuU Shangle. full Grand Manor Shangle. Use flee nails and three spots of asphalt roofing cement for every full Carriage Ilouse Shangle and Centennial Slate. Apply asphalt roofing cement I' (25 mm) from edge of shingle F/guro l7.3). Asphalt roofing mmenl meeting AMI D4586 Tpe II 11• is suggested L (25 rem) 25 inn) t 1/2" 38 rem) 5 16 mm) 8 to—) of less .{ 1.. J l--(25 rein) I (25 mm) t7gure 17.4: Usefrre nalls for erv7full Grand Alanor.5baagle, Ig 88 faniage House Sbangle, or renrennlal.Slale 16 mm)L I (220 rem) sit Figure 17.5: Wkn inslalling Grand Alanor Sbangin on sleep slopes. use set a nods and lbmespols ofaspball roofing remeal. 6.7.1 Hip & Ridge for Carriage House Shangle" and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4 • 17• 1--(305 mm) --(375 mm)-- --(305 mm)--{ aro sarwaoaa suauas'••rvre rmaa®ourwsw i I--1•• (25 mm) Release Tape 1" (25 mm)— 1'h•' NailableT Area LANDMARK TL NorthGate: 13'/7• 13" 13'lr 1--(343 mm) --(330 mm)—--(343 rem)-- I--1•• (25 mm) 1" (25 mm)--I Figum 13.4. Usefour nMk for errq• full sbingle. WIDE wuttxo AREA 1r 143r4' 1r 305 rem) (375 mm) (305 mm) - i 1' (25 rem) nal lns r (25 mm) r Amer nai Ins Haing areas for low and standard slopes (from 2:12 to 21:12) Nal between upper ti beer Ines as strown above. Exterior Research and Design, LLC. CertilicoteolAuthori:oNona9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 22 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for even' full laminated shingle, see below. Asphalt roofing cement should meet ASTAI D4586Type 11. Apply I- spots of asphalt roofing cement unde each corner and at about 12' to 13" in from each edge. METRIC DIMENSIONS 12" 305 mm) a>: r:rdis.:W Nail Area For Sleep 25 mm) — — — — 143/ h" 12"— 375 mm) 305 mm) pease Tape 1"( 25mm)- a LANDMARK TL NorthGate: STEEP 12' 14-3/4" SLOPE 1---(305 mm)— (375 m NAILING Nailin rem) K be nai 11IQOTRINITY I ERD 131/ 2" 343 mm) 13" 330 mm) 131/ 2'!-- 343 mm) 1"( 25 mm) 1125 mm)--1 Figure 13 5: Use sir nails and four spots of aspba/ t roofing cement on steep slopes 12' 305 n 1'( 25 mm: Nailing areas for steep slopes (greater than 21:12) and " StornAsiling" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for landmark'". Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris, Landmark"" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/g' 305mm) ( 250mm) 415/ 1 415 6' 6' / 1g 150mm) r(150mm) (125mm) ( 125mm) FNotch for Notch for Centering Centering F- 1131/ 4' /7 Ism) NotchesforAlignmenttor (337mm) Notches for Alignment to 5 the Top Edge of the Previous (,80mm) the Top Edge o1 the Previous (t96mm) Cap for Y (125mm) Exposure Capfor5518'(141mm) Exposure English Dimension Metric Dimension Shadow Ridge— Shadow Ridge — Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R33 Certificate afAuthor& ation e9503 6T" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R2Z CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 23: 09/05/Z027 Page 8 of 22 9 27/S2' 250 min) 415/16' (125 mm) Caaen g Notch 131/4' J337mm) ` sign these / notches to top educ 01 previous wutse NorthGate Ridge QOTRINITYIERD 13 1/8" 333 mm)—s I" we- 166 mm)II 168 mm T 1_ I Centering 7 ram. 13 1/4Notch — Align 194mm) 337 mm) the/ 1 7 notches to top 4 mm) edgeof (1gI Lprevious course. T NorthGate Accessory p15mm) —" I Laying Notch 5'( 1'B) I Figure 13.20. Use laying notcbet to center sbinglet on blps and ridges, and to locate the comwl exposure 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" 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 CrestT", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R33 Certificate of Authodzatfon 09503 6' EDITION (2027) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2027 Page 9 of 22 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing ;. 40' Guide Unes (1016 min) 51/4' - 133 mm) 14 1/4' t 1/2' 38 min) (362 min) NOTE: Apply nails on painted guideline. 11 Figure 16.6.- Fastening ftsldentlal and Prwiderlkd T1 Sbaka s&ngles on low and slimdar d slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply I' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails in between the nailing guide Wes, apply 4 naps I' above tab cutouts making certain tabs of overlying single corer nails 1 1' diamelei asphalt roofing cement Figure 16-7: Fa t ming Pretldeatlal and P/esklentlal T/L Sbals sbingles on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TLr", Presidential Solarisr"' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL Is 12' x 12% Portland, OR produces 9748' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPir"" 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. 6.20 L014 STANDARD AND STEEP SLOPE: I- - 25 mm) rltwe IS - h r--Iq Ilonrrwdbfgk oo S(rp.Vopes For steep dopes, ux me nails and eight spas of asphalt roofing 17gure 13.3, Ibskiting Hatteras Sbit%ft on cemeal for cub full I laneras shingle as shown abar. Apply I' Lon, and,tlandanf.Vopm Mann) diameter spas of roofing cemem (AJTAI D 450 7)pe II For lotr and standard slopes, use Str nails for each fug suggested) under each tab corner. Press shingle into place; do nil Itancias shingle as shown atxne expose cement. CAUTION: Too much roofing cenem can cause shingles to Wier, Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorisation #9503 6'" EDITION (ZO17) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 23: 09/05/Z027 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras—: 6.10.1.1 Option 1: Accessory for Hatteras t 6 Figure 15-14. 18 lbree piece units separate to make 54 Hatteras Accessory sbingW 6.10.1.2 Option 2: Cut Hatteras Shingles 9,. 230 mm) I I I I I I I 1---I--- 18" 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Balk= sbing/es to make outer cap. QOTRINITYIERD Fas\ems g' 18" (460 mm)Bo@\ 203 mm) _ — r r 16006 1 `Zz. j3i• l\ URI Figure 15-21: Irlstaffalion of caps along bips and ridjipc 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NPITM" adhesive or Henkel "PLm Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE STEEP SLOPE Use WE nails and EIGHT spots of asphalt roofing cement* for each full Highland State shingle. For Maml•Dade, SIX nails are required Apply V diameter spots of asphalt rooting cement under each lab comer. Asphalt roofing cement meeting AS7D1 D4586 7)pe U is suggested. MiNW;DedO9XmbtdOndbrpuiru t'(25 mm) insww *VW CMAM oADW a dv m) MmniDsft repiru SIX nd M nob usb4A oNr molar oAOA o do.n/ Figure 11.3. Use MW halls for eaay 1Ngblmtd State sbingk Figure 11.3e: Use E11Ti nags and eigbi spots ofaspbaa roofhtg cenrmI wrier eaeb lab orw CAUTION. Excessive use of roofing cement can cause shingles to buster. 6.11.1 Hip & Ridee for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest"', Cedar CreStTM IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R13 Certif sate ofAuthoriration #9503 6' EDITION (ZO17) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/ZO17 Page 12 of 1Z 6.12 LOW AND STANDARD SLOPE Use FOUR naiLc for every full shingle loc ted as shown below. 1 sealant 1 -1', (zsinn) — — — — — — T (25 cn}- 6, m i i156m) Ir wive -- — *W -11117-4 (M9" (MOO QOTRINITYIERD'* STEEP SLOPE Use f0UR nails and four spas of asphall roofing cement for eery full shb,gle as shown below. Asphalt roofing cement meeting ASfm D4586 Ty1x II is suggstetl. Apply 1125 min) spots of-wph:dt roofing cement ac shown. CAUfIO\: I:.Xcessiee use of roofing L menl can cause shingles to blister. ISeN _ — — — — _ j lug) nY em) i._v o a T` Rooneycement 6.12.1 Hip & Ridge for Patriot'*: Refer to instructions herein for Cedar Crest'"', Cedar CrestT" 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 1507.2.7.2 / 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 611320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R33 Certiftcote of Authorirotlon 09S03 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/Z017 Page 12 of 22 1/2/2018 Florida Building Code Online JIULJIilllA;i A° G G1J BQS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats a Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear r Product Approval USER: Public User Svc Jrt-.r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-1112 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 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.hamer@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%2OAPPROVAUFlorida%2OBu ilding%2OCode%200nline.htmi 1 /2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not cal: 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: 0im E file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT°h20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2027 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Roben Nleminen, P.E. on 09/05/2027. 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 I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. 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. Q0TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6'h Edition 2027) 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. Z. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC ( TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC ( QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ojAuthoriration # 9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"', Belmont*, Belmont* IR, Carriage House Shangle*, Grand Manor Shangle*, Landmark"', Landmark'" IR, Landmark"' Pro, Landmark'" Premium, Landmark'" TL, Landmark"A Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake"' IR, Presidential Shake TL'" and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate"' and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge"', Cedar Crest", Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 2 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (V,,,, = 294 mph). 5.4.3 Classification by ASTM D7258 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 250 mph (V,,,, = 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 3532.09.05-1113 Certificate of Authorization #9503 6' EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Q0TRINITY I ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1521 or R908 and CertainTeed published installation instructions. ENGLISH 12" 12" 12" nm) -(305 mn) (305 mn) t( 305 1"(25mm) 56/e"0415 nn METRIC 131/e" 131/6" 131/e" 1"(25mm) Se lant 1"(25mm) +jti2 — — — — 1 6110., T Figure 113: Usefour nadsfor eueryfrdl sNn*- STEEP SLOPE Use four nails and six spots of asphalt rooMg cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASW D4586 Type Il is suggested. qooting Cement Apply I" (25 min) spots of asphalt rooting cement under each tab corner. Figure 11-4: Usefour nails witsir spots ofaspball cmnml on sleep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Rid¢e for CT20TM', XT,' 25, XT' 30, XT" 30 IR: Cut Shingles 25mnnshingle Jl+ 2"(50nm) nshingle rRemove, 17 l 12" Cap305mm) Shingle Figure 11-24.• ad tabs, their trim back to make cap sbinglas EYrgltsb dimensions sboum). yrt2' 0 mm) (, mm)'' Faso` 5 f" c sle Shy \aril Figure 11-25: Installation of crps along the bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorizationa9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 23: 09/05/2027 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SL\ nails for even' full shingle located as shown below. Ran une Nail mum t• (25 mm) t' (25 mm) Figum, 2. Use six nails for v en•frAl sbinglo. Q0TRINIIYIERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shoam below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 111)e Il is suggested. Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest`" IR 1' (251en) t' (25 mm)— LL 0 1 Figure 3. Usesix nails anAfour spots of asphalt roofing cement on sleep 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® NPi" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. mm) I(305 lam) Z 9RscalHand - sealing adhesive 4" 114" 1" Dab of asphalt cement between 1" shinglelayersExterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization#9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 54'06MM Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. i 1,010, V01 l o Mdi iWW F iia d mquiRd. Win TTRINITYIERD' Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. O,OAO OVA Y r25 mnv ` Roal'mg C:mN 6.6.1 Hip & Ridge for Belmont* or Belmont® IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle® Ridge Figure 17-18.Sbangle* Ridge. 18• Exposure Remove tape from the right side g• and fasten SECOND Fasten thef I eft side 85/6 RIGHT FIRST LEFT Figure 17-19. Installation ojSbangle® Ridge sbingles on bips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Ri3 Certificate of Authorisation #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13. 09/05/2017 Page 6 of 22 QOTRINITYIERD 6.7 I[CARRG HOUSEtSHANGLE®AND GRAND MANOR SHANG E+°r. LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and thnr spots of asphalt roofing cemem for every Use five nails for every full Shangic. toll Grand Manor Shanee. Use five nails and Ihme s(xits of asphalt roofing cement for every full Carriage House Shangle and Cenwmnial Slate. Apply asphalt roofing cement I' (25 mm) from edge of shingle Figure 17-5)• Asphalt roofing cern mt meeting ARM D4586 11-pe 11 V. 1" is sunesied. I--(25mm) (25 mm) T F- 5/ 8" a Sig 36 mm) 16 mm) (mm) Lj.LAor less J t.. j= -( 25 mm) I (25 mm) Figure 17-4 Use frrr. nails for erm fu11 Crand Manor.Sbangle. Vg 8 Carriage House Sbangle. or Centennial Stale 16 mm) j l ) 125 mm) Roofing cement Figure 17-5: Wbrn installing Grand Alanor Sbonglm on sleep slopes, use wren nags and tbrre apols of aspballroofing cmirat. 6. 7.1 Hip & Ridge for Carriage House Shanzlem and Grand Manor Shanitle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS IF 143/4" 12" 1--( 305 mm) --(375 mm)-- —(305 mm)-H ewa+ ao+a+ewna owsv reasnara we aevanw Release Tape 1"(25mm) 1,n.. NailableT- Atea LANDMARK TL NorthGate: 13' h" 13" 13'/2" 1 -(343 mm) T 330 mm)-- -( 343 mm)---l"(25m1" ( 25 mm)-I rA m m F//" Figurr 13.9: Use four uails for ereq• jdl shingle WIDE Wleeio 1r 14 3t4' 1r AREA + (305 mm) -- 9- (375 mm) f (305 nun) - Inglimits t' RS mm) r nar (25 mm)- r na41m Neiiip ersas for low end standard ebpoe (from Z:,2 b 21:1Z) Nal between upper d beer lugs es etwxn above. Exterior Research and Design, I.I.C. Certificate ofAuthoriration #9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION Certain7eed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 353Z. 09.05-R33 FL5444-R12 Revision 23: 09/ 05/2027 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle, see below. Asphalt roofing cement should meet AJ7d1 D45861)pe 11, Apply I- spots of asphalt roofing cement unde each corner and :n about 12" to 13" in from each edge. METRIC DIMENSIONS 12"— 305 mm) f"ffr Yni- 1"(25 mm) Nail Area For Steep 25 min) ---- 143/4" •-12" 375 mm) (305 mm) 00 XWORWROANAWWO Tease Tape 1"(25 mm)-- I I" 25 mm; ing Cement QOTRINITY I ERD LANDMARK TL 131/2" 343 mm) 13" 330 mm) 131/2'=• 343 mm) 1 "(25 mm) 1 "(25 mm)--1 Ftgwe 13 S: Use six nails andfour spots of aspbalf roofing eerrrent on steep slopes NorthGate: STEEP 12' 14-3/4" 12" SLOPE 1--(305 mm)— — (375 mn — —4305 IT NAILING Nailin mitS I 1"( 25 mm) betwee rver 1"(25 mm nat ines. l Nailing areas for steep slopes (greater than 21:12) and " Storm Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for LandmarkTM, Landmark'" IR, Landmark•" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/F Mrnrn) g15/ 1(250mm) 415ry 8' ( 125mm) I (Mitim) 150mm) ( 150mm) F- Notch for Notch for Centering Centering 12' \ % 131/4' \ gym) Notches for Alignment to (337mm) Notches for Alignment to 7 5 the Top Edge of the Previous 7' the Top Edge of the Previous ( m m) L111\- —t L \— —t Cap for 5'(125mm)Exposure ( m) Captor 55X (141 min) Exposure English Dimension Metric Dimension Shadow RidgeTM Shadow Ridge' Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 CertifcateclAuthort: allon#9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27W 150 mm{ a t5116' (125 mm) Cmufi g Nouh 131/a' J337mm) ` Align these / aMches 10 top Odgo of previous Course NorthGate Ridge QOTRINITYIERD 131/8" 333 mm)— 518 " 518— f_ ( 168mm)II 168mm I1 Centering — 7 131 Notch , 17 mm) ( 337 mm) aign these 1 notches to to 7 * ofedgeof p (194 mm) reViOUS COUrSe. NorthGate Accessory p5nm) Laying Notch I I s (1Omm) Figure 13-20.P Use laying nokbes to center sbinglet on bipr and rf4q, and k locate 1be correct exposure: 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"A" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-11113 Certificate of Authorirodon #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 22 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nalls for each full Presidential shingle as shown below. Nailing {. 40' ( Guide tines (1016 mm) 51/4' — 133mm) 1• • • • 141/4- 1 t/2' 38 min) (36 Imm) NOTE: Apply nails on painted guideline. FWe 16-6.- FaskWng P=idendal and Presidentlol TL Sdabe sb/ngles on loco m d stmldard slopes: QOTRIN,ITYIERD' STEEP SLOPE: For steep slopes, use nine nalls for each full Presidential shingle and apply I' diameter spots of asphalt rooting cement under each shingle lab. After applying 5 nails in between the nalling guide lines, apply 4 nails I above tab cutouts maldng certain tabs of overlying shingle corer nails. V—+----•----• V t' diameter asphalt Fooling cement Fipm 16-7.• Fashwrng Praldenild and ftWenlid TIL sbabe bin& on steep slopes. 6.9.1 Hsi & Ridee for Presidential Shake'", Presidential ShakeTM IR, Presidential Shake TLW", Presidential Solaris'"' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 5/4' 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 9748• 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 LOV4 STANDARD AND STEEP SLOPE: I" I" r-(25_m) s718are15•L•ranraig1181rrr•s IRtArsoa —pVoper For seep slopes, ux the nails and eigla spas of aspbah roofing Rgure I3-3., rowelling I/Wrcros.burgles on cement for each foil I I mesa shingle as shorn abar. Apply I' Lott, and Standard Slopm (15mm) diameter spas of cooling cement (MUNI n 45861ype II For lots and standanl slopes, use for nails for each fug suggested) under Barb orb corner. Press shingle Into place, do not Ilatteras shingle w shown aboar. Mpose cement. CAtrr1011: too much roofing cement can cruse sbinees to blister. Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-R33 Certificate of Authorization 09503 6EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 23: 09/05/2027 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option is Accessory for Hatteras AF 3 Figure 15-14. 18 tbre9 piece units separate to make 54 Hatteras Awassory sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles r9r. 230 m I I I I ( Eastiea I I 460 mm) r00 L - - - I- - - 1s" (203 mm)1- 18 : Sa ` vm 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle 2 Figure 15-20• Cut Hatteras sbingles to stake comer cap. Figure 15-21. lnstal/alion of caps along bips and uldRes. 6. 10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 12 LOW AND STANDARD SLOPE: am-$ STEEP SLOPE: Use FIVE naps and RIGHT spots of asphalt roofing cement* for each full Highland Stale shingle. For Maml-Dade, SIX nails are required Apply t' diameter spots of asphalt roofing cement under each tab comer Asphalt roofing cement meeting AS774 D4586 7Ve U is suggested. Mimi - owe rgriee 9>< nab(Monrob 1•(ismm) irsralUOow cYNr abutrdown)— MmniDtl nprrr WrWsthomb rdW ow uMw olaA o No++) Fkvini 11.3. Use RVE nails for evvy ftbland Stater sbingle: figure 11 •3A: Use RYE nails and oigbt spots of aspbaa regling cenunt under eacb tab corns, CAUTION: Excessive use of roofing cement can cause shingles to buster. 6. 11.1 Hip & Ridge for Highland Slate'", Hiahland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.0S-R33 CertifcateolAuthori: ation#9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 23: 09/05/2017 Page 22 of 22 6.12 6.12.1 7. LABELING: LOW AND STANDARD SLOPE Use YOUR naih for every full shingle localed 1ls shown below. S f WI 1' 25F=) _ _ 1' ((29rrTr6116' 156 min) Q0TR1N1TYjE'R*[l' STEEP SLOPE Use FOUR nails and lour spots of asphalt roofing cement for every full shingle as shown helow. Asph:dl roofing ccmcul meoing AS7M U45S6 l -pe 11 is suggcylud. Apply 1125 nun) sp'ols of asph:dl roofing celnmil as shown. CAUTIO\: liscmjvc use of roofing c'enncul can cause shingles to blister. t•1!C' 1-- P123cs) — — — — — — 1'— — TT R001101comem 1` 49 —1— 1u3-u 'i` o® Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest", Cedar Crest"" IR, Shadow Ridge"', NorthGate or Shangle Ridge'" hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2. 7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 CertiJkote of Authorlrotlon #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 13: 09/05/2017 Page 12 of 22 1 /2/P018 Florida Building Code Online Business 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats d Facts I Publications I FBC Staff I BPS Site Map I Links I Sear dbpr a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 ke rri_ed e n@ to m k o. co m Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen• final. ndf 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:IANww.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgtF2Aezuadg0LAramDGm5ebt5wRVv28J8d8c6lCFKFGNQ%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 Summary of Products _ _-- —_--- -- —_-- - -- _-- - -------_—_--- FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments flnal.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile underlayment Coated organic underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II T51314001.4 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 Underiavments final.gdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Renort 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 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Undertavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underiavments final.pdf 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 Renort 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 Third Party: Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.ndf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments flnal.odf Created by Independent Third Party: Yes https:/Mrww.floridabuilding.org/pr/pr app_dtl.aspx?param--vGEVXQwtDgtF2AezualgO[AramDGm5ebt5wRV128J8d8c6lCFKFGNQ%3d%3d 213 CREEK TECHNICAL SERVICES, LLC Certificate of Authop]zation No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U n de rlayme nts 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 TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKOV No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 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 509F except as follows: a) The minimum application temperature of TAMKOV TW Metal and Tile Underlayment and TAMKOS TW Underlayment shall be 409F. b) The minimum application temperature of TAMKOV 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 TAMKOV ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOV Master Smooth Y' N N N N N TAMKO® Moisture Guards Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOV TW Metal and Tile Y Y N N N Y Underlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the: more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES En& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 48E9 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 63E0 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 63E0 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 22e 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 22E 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 63e0 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6w Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. E N,9 7 No 74021 • crZ STATE OF 111111 CERTIFICATION OF INDEPENDENCE 2017.10.19 h/Ze-12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 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. TAMKOV ASTM Tile Underlayment TAMKOO Master Smooth TAMKOO Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOV TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOV Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO(P No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 Kaiily Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 O:• STATE OF i ss'IO N AL E .% CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online Bu sine.ss 8 Profession'al Regulation SCIS Home Log In I User Registration I Hot Topics I Submit Surcharge ' Slats a Facts I Publications ; FBC Staff 5C1S Site Map I Links I Sear. d : r Product Approval r USER: Public User Product Approval Menu > Product or Application Search > AppJicat"on List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 502)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 502)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By 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 hops://ftoridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 12/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 su-ry of Products FL # I Model, Number or Name Description 13792.1 1 135 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. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2 1730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2022 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R30 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/26/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Parry: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate j FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 160S3028.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 Ag ency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 11 NOA 15-0709.09.2df Verified By: Miami -Dade BCCO - CER Created by Independent Third Parry: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Sack 'Next r W11A :Ni}'N4i . The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://fforidabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 213 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoX1ec2n2my 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.: 16-0510.28AYA- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 or 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) Embosscd aluminum static louvcrcd 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" diamctcr opcning. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with I'A" aluminum annular ring shank nails. With the first nail P/," 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 MIAMMADEeoUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT i I i 3.33 DETAIL B 11.00 16.€X? 750 SERIES LOUVERED ROOF VENT 4.91 I NOA No.: 16-0510.28 Expiration Date. 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 91 i 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D i I I • _ 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 page 9 or 9 COL I<TY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-CateQorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embosscd aluminum static louvcrcd 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" diamcter opcning. 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 Ap-ency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail I'A" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 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 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 .feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06130/16 Page 5 of 9 Sri 700 SERIES LOUVERED ROOF VENT Sri 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTFVFR NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C III 750-S SERIES LOUVERED ROOF VENT 91 I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 1 7.25i 15.33 I r 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI,QADE M IAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-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 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/;' aluminum annular ring shank nails. With the first nail 1'/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''/a" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date. 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M m M 700 SERIES LOUVERED ROOF VENT M m M 700 SERIES LOUVERED ROOF VENT t DETAIL B 750 SERIES LOUVERED ROOF VENT 91 A-91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 1 DETAIL C 1 i .!jD , I 1Am 750-S SERIES LOUVERED ROOF VENT M NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 FLORIDA OSRAFM40114T OF 00", M_ BaS Home lag In User Registration Hot Tbpl6 Submlt Surcharge Stats 3 Facts Publications FBC Starr ( BCSS Site Map Unks Search blo%r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL * FL158-R10 Application type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST:CRETE USA, Inc. Address/Phone/Emall PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cpa rrino@castcrete.com Authorized Signature Craig Parrino cparrino@castrrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Emall PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category- Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year AC3 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By - Product Approval Method Method 1 Option A Date Submitted 10/18/2017 t Date Validated Date Pending FBC Approval Date Approved Summary of Products`• 12/14/2017 C 11/21/2017 FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use Outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Et Coma`; Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSD-487-107A The State or Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.497.1395. '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 emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick hgre. Product Approval Accepts:. RE Q-1® Credit Card Safe msmih M IAM I-DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONFC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMI141STRATION DIVISION h6mul, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv Cast -Crete USA, Inc. P.O. Boa 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 AID (in areas other than Miami Dade County) reserve the eight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast ant] Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and U3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ADMalE COUNTY NOA No. 17-0821.18WExpirationDate: 09/11/2018MI Approval Date: 09/28/2017MEMW Oq /Z S/Zo j7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet] of I, prepcm-ed by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E. signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details`; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Mw-ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09111/2018 Approval Date: 09/28/2017 E-1 Cost -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4". 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTAER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certibdng 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 anti -Dade County Department ofRegulatory and Economic Resources (Rft. E. MATERIAL CERTIFICATIONS 1. None. hle,4 Y4 &L /-, elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: MUMS Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 "o 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). 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. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS i 011rim-11111W7!flilldrr 4"'SOLID LINTEL nATA TARIF ti 'yc iFro IIIII 7,ii!f ctyEt.!rtA._':la r rrer r,;asrmca raareriL: iIC IL'r:rdJt=G]i rG9 t lm©Itir.ro, loci i&1 Y FC! mua'm 6" PRECAST U-LINTEL DATA TABLE m-2 RUMfir= EMAF7-3M 120O lung rtr>tauaVI2 I'll Ese,mve.ta r:rnsm arrtrT:.a.:anr: irntwcai_irair o rya[r rartu::erca.;r?nr rav.o Ter rrr rta_rarvcT rt-m rya r cr::_ FZfy ar.r:aat i7rlr71vTnF«srr ncvrn rasarT rrca MIJWin, rrcJrt.;n mcrr*-_rr7Wr!"("lme7r rTF rcz T r,, MI-rm"i1111ME yet rr aF o rrcrr5'7eT7r:liC rFar ffIEN 1rrL'0rtr,... crawr a_ e-jr2nl" vo rraarto r2a ri1[iiC1lru_::.rr,cr,E c10T"EC[ rr ss=AanrtA.rr rriA cF Ac;c+o r;a,rt [5+ au ria ®vcri ral iil rrraacrfmr aAKumri r.r,rsouavezr rEc+wgtAo UC r a.]G r r r r a'••]_- Liles r:i.411 GJia l/[L::.ilil l.r/,a <7• CGIa b C dm Lc ' w1aa=.Y•It i nL1-1fl1.I l: 1rtC i hleiY ISIf G'1 rrIasi r ae ar ar.-ne;; nrfY r, ,cT,en:aci.:rmarnarrv a rr cc res+coe a.r:srr o lr TYPE Ir TYPE 'A' W& v Tto Tmrmm aromta= o taYrmm roa moo ~A& tr o rani= ar Carr = "W Am aAamr r aaaaaaero a rLLrw m aTIM tog tm rulmt arltm CA7FOGL YOL ac L a n=W aTAr YX Wa AW Mtal OK " Ma P tWa L 5WM RAM= a M7 Ia m7 L09" . SON M 41M 40 AM AUG L MW W TOOL rAM Or CUM WMM MI WWW &== 2 t rtr L7tOi. tr . SM rY tOr AL a MO! t3 OW ri.J 00 m a = aY7== C M M U - 9% V r . TI taQ6A A . as A Fin 4 am oow aouva . L TOY Y zmft s aaa asom m am Omar L aatoY am a"«art atu am aaa to K VIM ran UrA a a®ow ram as CIL a a Ma tl ate, Ymaa AM anrrwm MM IDYL aa aaorla, l \G PA rRoDUCrpr3VUW G• EN • ' Q'i pgCb eoatlb t4Y Fteui C -o Z ,8 papnUCrRCVISftD o+ Acm,"ft l Lhp. 1T,Ja moorRlYlac'AQltdF"' o.4 M "'Mmcc&Aooqdw" No rrrr' ORIQ \d 6324CR679 ,.. r SFFI7iEF1 FL 3M blaarrgs" sFLP.EUC.NM447M a I m PRECAST AND PRESTRESSED LINTEL DETAILS GMERAL NOT pd Q Ydeke eiamTd0.0rDmodda4=e] d' aW • °'A illlaM v m•nt b als Iw ° vd aaitr prr l6al C We 9 or S 21 A101. 4.1 Mu hors( at =WX n 4 "maW 6mLV. itr®1hG out 69 M or r•.6 ro 4ZaW Gana I ielar. 10i 3) Pm* b• mab bal d aao/ Jd b 4) T4o m: 6r In pa cAball b•oaba w paraal waream (ayab4aswIwrda. 9ot a % { I /aeBO 9 1 43a NN ' ip ii pb 5) M labb Gad r ara/ MB & INBblp. s Ord tmalsoaaIm1 -4• a b•avMactimunbb" bcmeal Vle4h &ro miA O w "ww bab1 cob aa9N Mal to apbaohla S) skra OW lobs a raph•L 8 4' a & [dda b be bdad r/ C AWWW M&UW d a• 4haadN taard n cood/r abti<hwd deme abM+d coat N./h so w .arueml a) us duIpw aq abda mcu t*W bob bam Oa Gab lava W"m If sddaftsdaap ,m n4Vq maeme aoe d,r a a (mm w 10) HA - NA Robrl 1t) adbm Ral 9W rd,r b be Imled d w bdbm at %$ Old on*. 120 rae I"s e--, ed OW a-I1. leq rl w CA0n ud 4 13) bbom Yn oGOrad- b( or b aahw TdyMb• d= fw %* 14) rmA%l VZ ANOW va0od bad F lAm bmt w 6d S so taard aw webwbmbad15) Ib mapalb bud bd:Ih mt draa ON ada boo baa Gal bw IWIX d"M IQ la Mil WVW mt dm% low ab bol ban oall Iqd 420 d••n 0) We bob r• agabprd dburi bab. 14) Sda bolt bM an maa•d deip ambrb pw at;(laGMmWlan7 14 to) b:%s boa adN s'L°=•. SEE SWE wEM law T71 0 FOR taw WM FORREWEACH AOORIOy1L _ a r"r (tJ RU o0UC IlfGLRTYPRFdNtFOR d' UGM vs "'v".. S Ri&R FOR IfUR16L4wt4oorsmoSAFELOADSFOR4" SOLID LINTELS Wr+ m GRAVITY TYPE LENGTH 4S8 3'- V (421 PRECAST 1180 V-0' ( 48' PRECAST 959 4'-6' ( 541 PRECAST 759 5'-10'( 701 PRECAST 460 d'-6' ( 18n PRECAST 360 7'-(i ( 907 PRECAST 260 9'-4' ( 1121 PRECAST 156 10'-r ( 120' PRECAST 116 12U8 4M- 44,M UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- G' (54' PRECAST 529 258 5'- 10'(707 PRECAST 407 148 PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'- 4- (112) PRECAST 187 55 10'- 6• (1261 PRECAST 152 T4El 121` 8 1ZF12 121"16 j Trr' 1: .may ,. n•• ,\.,J, y MOD=Ravls00 6U8 6F8 6F12 61"16 • o is J> L, ateaowrbewlmlhoi7odk '3t*•,(i , !~- -`•• Atap ar,m Tb) 7 o B Zl. l8 +j• .,. 'r ,_, y . 4• glrp Ode a a___, rr! •I B < v TYPE oTSICNATIOHr.muamscmrym/a-mao VAAU ts: 7. • r^m';;}, ti:•.sr.,:, 12 16-2B/27 p qtl ,,. r. . i:: '..\9•• •a;il: iil .,fr', k. y` fa {a aD m rmaa1 • .•„ :w :1 . t.a':•iJ? ,r y. ti.•: +/tr': '•• '•• Osm IrafOgOt ;ice ." Y'••t'• :y(ri•, ia 4yt•i' 4 ^y, y I" v G • Of 'y 121` 28 121` 24 12F20 e a ''!(, . / II{a u ar .. • ;, - PRODUCT aOVlalio mau wol'•il utr m(; =*' , T Ta• a'Oy;ppnlNONrAala, . 1 5 ° • • •y • • • • • i ' 7 F ,!J_• CRNGP14 MM0 A At:naFb - a 0 • of 1s• MURAL (aa1N '•i; R."p,1` 8321CR618 'OOo00ele a 18 6F32 6F28 GF24 6F20 rOr ION " IE .` SMSK R. 35M m J l,..m., ltrvmom CAST—CRETE 4°, 6" & 12" LINTEL SAFE LOAD TABLES O "- ^mv •7 ' ' ''•P w lat we OWAS-II r as 0 xw am sm a.TA W QIthSSB ally MM M cus r mal, py - Am as 14M I awMa a0. U"Il 9W 1 aT 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4CANT14m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6F8-186FI2-166116-186120-1 61Z4-186I8-1 61`32-IB 3'-6' (421 PRECAST 2332 2575 3392 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 W50 5148 7221 8297. 9357 4'-6' (541 PRECAST 1654 1867 3633 5050 6148 7227 8297 9357 V-10'001 PRECAST ' 1067 1260 2198 3%7 5734 1 7227 S297 5 6'-8' (781 PRECAST 949 1073 1831 2850 4M 6737 8297 9357 7'-' (901 PRECAST 779 883 1459 21U 3151 4024 6654 9357 9'-4- (1121 PRECAST 564 660 1058 1523 20114 2765 3731 5017 10'-6'(126' PRECAST 50a 566 895 IZ70 1706 2235 2895 3747 11'-4'(I36' PRECAST 457 513 805 1133 1507 1952 2492 JIGS 12'-W(144' PRECAST 425 477 744 1042 1377 1769 222 1 2808 13'-4'(Ion PRECAST 373 417 646 895 1170 1485 1 1652 1 2285 14'-T(1551 PRECAST 351 392 605 835 1057 1373 1703 2087 17'-4'(ZOB") PRECAST M.P.299 1 455 620 794 285 1 1198 1437 THE NUY9ERS IN PARENO M ARE PERCENT REDUCTIONS FOR M40E 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATE7tA[. LOADS Cno on ovcne4T IL1 IMM A 41 V"'"^" SAFE LOAD PLF LENGTH TYPE BUB 6F8 RC dU 3'-8' (421 PRECAST 587 1055 596 4'-0' (481 PEW 487 787 445 4W (541 PRECAST 416 609 344 5'-10'(7(0 PRECAST 300 350 198 6'-6' (781 pRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4' (11:0 PRECAST 173 352 74 IV-6'(1261 PRECAST 151 276 58 11'-4' (138n PRECAST 139 311 49 12'-0' (1441 PRECAST 131 277 44 IS-4'(16(') PRECAST 117 223 35 14'-O'(1681 PRECAST 111 202 32 17'-4' (208') PRISTRESSID N.R. 130 21 SEE GENERAL NOTE 18 C traai` SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4MT-0e11" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-IT 912-IT 916-1T MAT W14-IT 6P28-IT 1T 3'-6' (421 PRECAST 1412 2074 2713 6 3997 46M 5279 4'-0' (461 PRECAST 1225 18W 2367 2913 3470 4027 4563 4'-G' (541 PRECAST 1053 1592 2084 2,577 3089 3562 4055 V-10'(701 PRECAST 831 t222 1600 1979 2357 2736 3114 6'-8' (781 PRECIAST 723 1097 1437 cc 1777 2117 1 2457 2797 7'-8' (907 PRECAST 648 883 04 1249 154404 1540 2135 2431 9'-4- (1127 PRECUT 575 571 980 1252 1422 1732 1972 10-8'(128% PRRTJLSf 514 482 787 1121 i33 1551 1786 11'-4-(136) PRECAST 474 404 00 685 985 1213 1442 1645 IT-O'(1441 PRECAST 454 3870 61901 886 109301 1299 1308 13'-4'(1601 PRECAST IO2 398 sill736 9W 1074J 1247 to 14'-0(166' PRECAST 368 (13 285 475 077 832 989 j 1145 17'-4'(2081 PRECAST 253 M 208 335 476 585 unj W3 n THE NIMERS IN PARENIFM ARE PERCENT REDULT110115 FOR GRADE 40 RU ADDED REM SEE GE)OK NOTE NO. 4 PRODUCTitova D 8dldf%Ca4ah 0o Plo.taa Arropmnoe xW"ZFS"' Da ayRr.u 440e tsvlacD yt : sO1watro',"' Ita Harm OF 117, 664R1 P`• CRAIOPARRINO 4Oaau+e No o oS.oT 18 ONAI.;%0 aaw a ERR4. &MR44filmsWR1.P.EUC.N0.44766 UL-CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE mum MM-14 um M ARM =a f4A10 Rli am Wo 0 it cvAMMrx.-M%4MI Kenn Well am A r- SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS WT,44"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE Ma 12RF28 I1fl2-28 lat 13 -a 11124- UR6-29 MR-26 S-6' (421 PRECAST 3428 5000 5838 7619 0352 11060 12755 14430 4'-O' (481 PRECAST 2923 4232 5836 7819 9352 11060 12755 14438 4'-8' (541 PRECAST 2395 3464 5304 7619 9352 11060 12755 14435 V-10'(70 PRECAST 1612 2320 3218 5234 8467 11060 12755 1443% 6'-6' (781 PRECAST 1383 1986 2679 4196 6421 10032 12755 1 r-8' (90') PRECAST 1135 1528 2131 3218 4676 6756 19753 11 W-4' (1121 PRECAST 795 1216 15M 22 00 3083 4107 5593 I 755 10'-8'(1261 PRECAST 614 1043 1295 1853 2515 3323 43H 5532 11'-4'(1361 PRECAST 516 945 1162 1649 2210 2893 3710 47 12'-0'(1441 PRECAST 455 878 1073 1513 2020 2617 3333 4208 13'-4'(160' PRECAST 3% 767 925 1294 1709 2108 2743 3409 14'-O'(Mr) ERECI(ST 321 720 865 11204 1564 12017 12451 3108 1r-4'(2081 PRECAST N.R 4514 031 551 41141 1420 1750 2102 19'.4'(2321 PRECAST NA 1 343 j 477 7004 9254 1152 13WJ 1600 C SAFE LOAD PLF LENGTH TYPE 12U8 12FO RCMUIN 3'-e (421 PRECAST 1295 4841 393 4'-0' (48' PRECAST 1295 4841 299 4'-8' (541 PRECAST 1049 3922 2417 PRECAST 681 2547 155 6'-6' (781 PREW 579 2167 1 z r-6' (90o) PRECAST 474 1771 91 ' 9'-4- (1121 PRECAST 355 1326 580,4 10'-8'(1287 PRECAST 306 1143 454, i I'-4' (138' PRECAST 278 1041 38 12--0(1"1 PRECAST 260 971 3 13'-4'(1607 PRECAST 229 657 278 14'-0(I5n PRECAST 216 809 251 17'-i (M PRESTRESSED N.R. 633L. 16 19'--4'(2&) PRESTRESM N.R. 534 130 1) THE KI M IN FAMM 90 TOE PUr" SMUG ILIA FOR - 3M oTALML nwc 40 WIDE 40 FRO AM FOAL Mr GMW NOR 14 4 SAFE GRAVITY LOADS FOR 12" PRECAST W12" RECESS DOOR U-LINTELS SAFE L4'RAL SS DO FOR 11'PttECA81'w/2 EttcCINS0RU411 Oasm+ M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE UM MW$- 6IMP 116I11 1205- 18FI2- MS 28F30- 4'- 4' (52' PRECAST 25M 2942 5466 7554 9640 11669 13M ISM 4'- 6' (541 PRECAST 2319 2740 5465 7584 9540 11659 13PS 15079 5'- 8' (6n PRECAST 1347 1541 3555 6395 9640 1168 13M I V-( 0'(701 PRECAST 1259 1755 3361 5954 9358 11662 13679 15 W- 8' (On PRECAST 924 1430 26M 4415 6864 1 1257 7'- 6' (001 PRECAST 703 1203 2157 3494 5259 7222 9 Amu 9'-8' (116' PRECAST 369 843 1451 2157 3203 44275417 W OE NOMM 4N PIR00R[Sa LIE R=ff MAC= FOR MIX 40 R30 AORO RENAL 3M 4EI A NOTE N0. 4 4'- 4' (621 PRECAST 4'- 8', (541 PRECAST 5'- 8' (681 PRECAST 5'- 10'(701 PRECAST r- 8' (801 PRECAST r- e (901 PRECAST 9'- 8' 0161 PRECAST PROOUCt xCo acVtmD a+ w SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS M. 41: gm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IVS-11 IV12-V UFIG-21 INN-2t 179-1i 2T 1r.&21 3'- 8' (4n PRECAST 1752 14287 1913 6938 18264 1 9589 10215 4'- 0' (48') PRECAST 23M 3721 4072 5073 7174 8325 9477 4'- 6' (541 PRECAST 2I13 3291 4310 5328 5347 7365 8364 5'- 10'(701 PRECAST Ion 2327 3310 4092 4875 5658 6441 6'- 6' (An PRECAST 1444 22 2972 3675 4378 5081 5784 r- 8' (901 PRECAST 129704 1787 2504, M24, 3806 4417 5028 9'- 4' (112) PRECAST 1028 j 117 2ON04 2590,j 3WOJ 35N 4019 10'-8'( 128n PRECAST 1612 2281 2764 3209 3853 11'-4'( 130 PRECAST 1404 1982 2441 290 3354 12'-0"( 144') PRECAST T622586,j 1269 1786 2201 2615 3032 IS-4'( I60') PRECAST 1057 1485 1828 216g 251 14'-O'( 165') PRECAST 974 1365 1679 1993 2309Ir-4'(2061PRQySTM5s641102014021623IV-4"( 2321 PRECAST 3664 370 fA3,j 617 1002 1187J 1372 1) INE MOM Of PAR MUM AM MIN Nm0CM FM WADE 40 Mg MM REOAIL SM 00D]IAL TOR Ra 4 SAFE UPLIFT LOADS FOR 12" PRECAST w! 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 25 4'- 4' (62') PRECAST 1626 12085 13746 2417 C- 8' (541 PRECAST 1558 2502 3602 1 5 V (On PRECAST 1210 2042 2850 155 5'- 10'(70') PRECAST 1173 1954 2769 117 6'- 6' (801 PRECAST 10201 1336 2426 914w r- 6' (90') PREOASf 904 1228 p 2163 Wr8' 0161 PRECAST 703 Pj 771 j 1472, KUM IN AMMMM IRE FERDOO REmICCU= FM U6 E N,o - _ 40 RDO AOOW RE6YL SFE OE1mUl IFWE N0. 1 447 PRODULTRsv1sm amiks cab oRafa T " qq . CRNOPARRWO t` a . 03 s /8 OR OP.\,.• 86P4CR679 S fFNRiif I S/pWA1 M.i E;••` am` 44 ,,.• l P.E011b.4u1186 CAST-CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES Nwc oawF- u IM, wuAm 3oNu1 Anew WAD IVA um W A9tO®m aM f FX - EOL W. 48M OQYAiC:M u4m WV 3 OF 3 MIAMI•DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) myw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AH)). 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 requn-ements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Pan; ino, PE., on August 19, 2014, bearing the Miami -Dade County product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. 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 bas been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by HJe%lmy A. Makar, P.E., M.S. Lt41A !y NOA No. 17-0821.19 Expiration Date: 05/21/2022 oq / Z$lZe / 7 Approval Date: 09/28/2017 Page 1 i- LIouw60 :a;sQ jeeo tddv ZZOZ/iVso se;eQ uolluldxg 6I'IZSO-LI 'ON VON tos uodnS uopoaS to quo0 ;anpo to dtoj laalg urny8uitu.gff q .wga.c S# •tol*96/£0/60 Papp ZS90ZW h8# podag uouoadsul pall;.rao 111TY 01 dtoD laa;s wvgSultu.rlS Xq .tnga.i ## .rof 96/IZ/60 Palop 80ZIZLY-I,8# podag uouoadsut pafftpa,7111NY 6 dtoo laa;s rubyjBigWtg tq .mqa s ¢# .rofg6/90/£0 Damp 5086lN-* podag uot;oadsul pat( 111IK 8 dcoo jaajS wntl8ulw.[1g dq .rvga.c S'# 1Of96/S0/,*0 Pamp 61•LOZLK-#8# podag uoyoadsu[ pajfyra3 ll!N L dlg7 jaa;s wvg2utw.n8, dq - wga.t fi# jof96/8Z/IO PalvP Z££993l-8S# laodajl uor;oadsul payfj.ta,711!fiv 9 oD laalS wntl8utw.ttg Xq . rvga., S# •W96/6Z/ZO PalvP PT96fN-P8# modag uol1oadsul patfti,cao ll!N S jaaj, rjjatuy dq . tvga.t £# Jof 96/SZ/h0 PAMP olZ8L0-III Z# podad uopoadsul Pafmao 111LIt I ituvdtuoj u1dsl.ro ayj; fq pun.cls.guissa 4s-a.id .tof S6/£1/II PaloP Sfi£8-OZ# 1•todag uopoadsul pagg iao jjllll fundwoj uldsl.ro at jddq pun,r;s 8ulssa r;s-a.id .coJS6/OZ/90 POMP SLZ8-OZ# POdag uqYoadsul pa f aaaDlIIN T tGto; n.togn7;uawaD a11lAgoo.tg u, Kopzl;noSXq;uawao •tof966T 1pdVpalvP lr# olls;.rodag uopoadsulpal(t;tao 111L1r f smouvai. muaa `Ivmmvw •a 7 d 'our.'.rnd 81n-0 fq palms pun pau21s '•g d 'oull.rnd 81ruo Xq pa.wda.rd 'sa8nd S6 `96/11/11 Pa;np 'slaJur7 your-8 a;a.i,7 isno .iojsuogvjn9jDD. T Yd ' oul.Lmd AW-10 Xq palms pun pau8ls 'Td 'ouldmd 81n t,7 dtq pa.mda.ed 's98vd 6l£ 196190190 Pa;up '9la;ut7 tjout g a;a.rO IsnD 'Of suolmjnolnD •I SROr. Lvrmrfva •a g• d 'uotunll YJatjdo;"ID Xq pajnas pun pau8ls 'L6/0£/LO PalnP `gZOL6Z 'ojV podag 'sal.ro;n.togn7 yo.raasag pailddV tq pa.mda.cd 'P6-6ZS-9JA[JRY .tad 'suawloads japgj a;a.touoo (9£)fo IDIo; 'slapoN pallid sla;ul7 a;alouoD passa4s-a.rd puv;svoa.ij uo 8upsa; jntnrajj'uo;coda.[;sas •r sisal ' g g' d ou1.t and 8jwD Xq palms pun pau8is s8uzmv,1p tpoq ' f foI ;aatls 186/8Z/60 PalvP f# uolslaa r 'L6/LO/90 Palvp ' yd oul. r tvd 81WO 0 pa.wda.rd ,, sal qv.L P°OT afvS 1 a;u17„8 ala.10-19,00„ Pa11P `917 'ON Bul& W.rQ pun 'I fo r;aatjs '96/80/11 PalvP I# uolslAa.t '96/LO/90 Pa;np 'g d `ou1.r.nd 81n t jKq pamda.rd ;, sjlv;a(f uopvoldgvd 1 alul7 „8 ala.t,7 Isvo„ pal;ll `80d 'oM 8u1,xv.tQ •r TO'£ 190-90 7VA02IddV Sf1OUHUd 2iffaN11(U LIyl EnS W)NI IIAH .1 CUILLI frog 2aA[ZaIA a :50Nv,Ld2a3v 30 aDUOR aaT Sfl a;aaa-sea Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables" sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: I. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stem 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. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. k"-K, d-. &zt=,2 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 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 llklarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E D. QUALITY ASSURANCE 1. - By Miami Dade County Department of Regulatory and Economic Resources (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. j Ae my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 052L2022 Approval Date: 09282017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Januoy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. l Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21t2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. Imy 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-6 f 7 TYP'ASTRPTYP'BST RRU Bm RupssnRRUP nETAUS STIR§-. uo ILS Dili R" PRESTRESSED U—LINTEL I, E ii:i l:- Ir.aa••+Ynac<r-il el.: !• l l•ii•11 1 si:l• s! •:I 1l;1 anmil 11171-1 A Eft- Mll-A L=mFM3r ILL"E 6rG'>tl G'iLrlG7E7c°i'.. 1 iG7i t/tLL7 i f i• A Qt1iC3EL tI E7 Flul'':.f liGii f7t L.! 7 FfiC'! t">Q16Vi 0 Hri®Pl 9F Yi i1M 1 Ir R" PRECAST W/ 2" RECESS DOOR U-LINTEL_DATA TA@L£ 04L::l 1 W QWlgmf11• t•l••c•el:ls u"I! C Lf a i Eli m R, y • 4r3 F]C1i IFSG•]iaG.plLL L;Fi7 t11:7 t! l : r' i. l T.4 "' V 1t9tSQi I;/LS tf 4C' r','VCF3c:'JE lmim 7 L]wm U t! s 4 4ttaCy[K t[7CY1 t[ 1l31, f LiL' L'::1 R.S....f _1.-.:]Cf r'JL tt>• o sr->a at ua rn, M r.-tL'.'[17Ci1i:At7 Iocm rrSa rest Ia-r eiu s_. , , r :L_: ci Io 4w 7 71*ZL Mr'• sr_ u m ® m T ao.Ol ILL otr4 ulu I I I .I I Asa-i L lana m stmi Via as am Amol µM. a. polo m ma lmm or gm" AN 13 nut "us a iml Arla•>'/u aa" lmwQO n comm VAM FM OM A' ma IL aiwa 'd s! cAll s rwlan r70Co lop-maNFx iRVNr gm a m l0 awo IN ounl A It - 1 7 - A sllAso Asnt A/14 1sL o/ f0061A . 4 010171Q CA4I 2 1 aaslnc alslmlw /.. ssns FM Its r Is'9603M Goo mom aesm a emays wins ALL WZMAKr - as mawN umcm P.. soas Flint UM I mMaur • alsx tmas. 4 a raoaIilTss?snOa rowrsa o r-3 i 00A rmmu mla + o n a I. camWfor cocwg 6 fJ7 awwo of c o IlaAllr 7 - A r 4 MOINfm io a0tff IAIOm AMs WGIIC w4i6 l7s m isO Ilo IsogsitFtla469rF1odU A NNddoo o o3,ati O CRNCIPAWM nea Ft10 ARM tgmwsnUM a Mao wll FROM ~AL. or nI 6y • ' tl,19 •' ' ti9 CA 67D mommm InCormal. Alm CAA W m asslmoM m 4sn=WV . ... C• G\ ,• 90"I R,FL 3M. ocmn floc Talc mina iomw aF we cAM uG. I 44, IDIVAt gW - R_P.6UC.ta4f 9 J& A - CAST—CRETE 8" LINTEL FABRICATION DETAILS c aet:t noikurry I none FAR a- PRECAST R PRESTRESSED U11MTEL13 OWP4196o' SAFELOAo- POUNDS PER LWWFOOT TYPE LP.NIIITI4 am us•4ewe -to eI'l - aril -la a71e-ae agFi8 as WM-O UN-= ffthW ar" 41111-48 ara-M OU-11 3'-8' (4Y') PRECAST 2231 am 370 alal No 0% anIMI MIS 411115 slU 750 U74 1004 I W 4'-0' (4B PRIM"1968 2w asI 3tl0 4M W 7434 am 703 4006 4113 M 0974 W16 110111 4'-0' (541 • KMW 1599 IM 2110 201 3753 Msw5 aII{ 21d 4M4 ells 7041 W2 1=4 I - 5-4` (64j MAST 1217 ISM I438 191f 2M31n Sap as Iaa3 OM sm 77qM. IMM 10 5-10' PRF>yIST 1082 late un a 5511 3000 n51 an I 4m vaid sus. yislod smad d-6' (78`) PRBDtiR 80B IM 1177 MI 3w a17 5011 1735 2177 1 SM 5331 aim lQ3Std am 7 -a' (9 PRECAST 713 toll I72g 2M 23a1E 3121 30 loll I 2M 3108 M17 Mad 9'-4' (If27P CAST 564 I" 111D 1875 2a1 HIS 3M 752 1243 1445 25M a80 Id-8'(12b PRECUT 475 as IS7 21a3 2193 An w Imt 1037 283 4M411,-e(1361 PRECAST 362 1718 I4M 31V 400aGal216IMSISO31314000 12'-O' 144q PRECASTI 337 Sw 1113 U54 la4 aa1 30 610 V3 1231 104 fl0S 39C PFIFb(ST 2D6 471 I07D 1428 IO8 A11 Sa61 RI 733 I 11 ISM f32a 2A1 14'-0'(16v/ PRECAST 279 4M M 1002 1 IMA 107 2121 2430 40 701 1002 1 1321 197 ITV SRO W- (176) PR2SRaEM N.R as a b Sit as ofu4 m 137a 1 tam 2245 tev a12 lot NR NR RR a 710 5 0 lots 17'-4'(2051 PeaIMf w KJL R1 la 11a6R0ll, 1801 IM8 TOO 19'-e(nn PRESTRESSEt1 N N MN1 tal RRns420limIS11si1718 zt'--i'(Z56'j PRFSIti .0 RR is IM ME we 340 1114 13M Nb 22'-O'(26n PESMMED NR• Ra 19I fill RR Ifs 310 a30 764 1017 1240 1310 2V-0'(256) PRF.S1R65tD I U. M IR Is IM I Mt 1R 121 2M 430 1 W U4 log! 17L M WpitATUMS FOR ra. v MnIu Itflsl4 . an. SAP LFOAD1 EJ4M TYPE BUS I OF8 I RC.UU PR MW 1025 1024 1 15118 V- ( 48r) PR1I)W 705 703 1 f308 4'-' .( 541 PRFTW 692 591 1073 5- V (441 PIUA&T 411 411 745 0'- 10'(701 PRMW 340 339 016 9'- 8' (MI PREOt3T 507 721 400 7- C (90') FRWAST 424 534 363 9'- 4 (1121 PREGST 326 • 812 230 ld- O'(120) PRECAST 284 401 180 PREcAr 260 432 154 17- O'(l44) F W 244 402 137 13'- 4' (1601 PRECAST 217 324 110 14W( WIll PIUA9T 205 293 100 14'- V(176')PR:; F;S , N.R. 2$4 81 FMMRE50 N.R. 258 17- 4' PIESfIaESstn N.R. 194 1152 19'-4'(232 PRE9 REW N.P. 140 2l'- 4'(2561 PRESIREW N.R. 123 42 22'- 0(2641 FRMMSM N.R. 116 40 2P- O' On PR65TRM N.R. 91 33 oA= 1101 Icr I nnnA FAR S- P116C4eTA PRMTRESSED UAMTkA 4ft- 49aw SAFE LOAD - POUNDS PER LINEAR FOOT Type LENGTH all - a 92- ar12-a Vu-tr Alba 1T R2D- 0r @24-Ir aP31-A 1178-17 Ie73:-n wa-z exl-a S-e ( 421 FREOAST 2w 24 4M b2a3aFR 7 1 200 3524 43a4 5Ma 32 7a11 4'-0' ( l9'f PgkTAST M 3oM nib sue rJols 7]05 3000 MIS 4010 11R04,-6•( 647Pam, N am2w 3373 4711 OSA 22M 2787 3375 4013 4711 11M 5-P 64y PREAST n laa 2816 MIS M6 451! 4018 1716 1 2Ua I non 3300 1 3UI 4M 6'-10'( TD PRECAST 3197 41B in ail 971 In 1 3 3147 1 I 41'33 0,-8` ( M7 p1mg 4 1 I 3 on 1407 IONI f710 37s1 3711 7'-8' ( 90' FWAST 7n I In4 tea itu 7l7 129 IR4 20 7SD 3aa 9'-4' ( 1121 PRWAST pl M8 1171 Ala a67 73tq 011 I3 a tab! 2204 Sell 1d-(120' FREGST am 010 1411 1736 colt on use 17a5 23U 11'-4'( 176j PRECAST N404 to 1Dn 1757 ul I w mzml i3ned IW d W151111 21C 1T-0'( iK PRECAST ao 4S0 M Me n M Imes ao m1 910 13U 13181101 201m 13'-4'( 160 PRfGST us W 783 00 llQ 1313ad 424. 400 7M 119 Wand IM41 14113,011 If -0' 168 MAST3e4 W Mw 1034 I23D 410 4n M IOU I330 ISSUA ISM 14'••8'( T76')P11ES31REW to V4 Olo us 276 ad lul 241 316 au so pasisland w4ai 25 230 317 340 i0e 11a 14 82I 500 79 Oil 1460 731 IVI 1054cm 1 1473 17'- 4'(20E P)1FS11N55FD 101 192 as 300 405511 an 740 loft 19'-F' tun Pilisam Tea 220 ad 346 bd 447 a47 6 A IM 207 1 4n al m 141ad lose Iwo 21'-4.( 26#p) MM 111 I4! 2D1 aII 307 ad 37S 3 40td 721• 4a2 Go aas Ilia Iss oA M 2'- 0.( 294-)FRESfNES-SED lu 1 21S Iia 131 2M 313aA Ullp4 Da BI 24'-O'( 2987 PRTS( MED W 170 Sal 18 017 IN M 319 49 401 87a Ta tRMBER5 IN FARENRIE M ARE P80W TMMIIOTDRS TOR G&W 40 • SEE CETI &NOTE 14 1S ON S7FF7 3 OF 1 (Q) 1 MO ADDED RtBNL SEE OENFRAI. NOTE IQ 4 ON S M 3 OF 3. eaoDcicrtlttmvvel7 FRODUCr1I81AWR1 \ 01 PROOt3CrR8Vt6GD mcooylfWvi0S1a0PtrW 0-0--t lkiv h" : < a. cmmil71- 8 wilt am Flatld3 Duadbigo3da 17 s NO 0ZZ-i•7r aOaPvmee No Aaeptow 9 24221 a 17ut0 2 2 ,• 1 CD Cbmld • WRAL NOTES - SNM 3 OF 3 9 M ARE MUN1 MUMIAM ME wmt N C[NFRAL NOTE IA 4 ON S M 3 OF 1 ROMcrawmw I a3 v8 vmawt4wd. IDanlROia - ° . o Z CAAIGPAFIRMO /L 8S21CR67A SEFFMR FL SMI r/Lr_• d'\ lIIddda:'J[CU,I3/ I fl13y, fr+dlI Q;;YlHii''IffV1a•97Ifhr;1ll1t; iCIQ11; y.erA/ Y/1WU://r('I9:R J[+7-• a "f. < J ` nl t;(„`t\'+, .a}yyc I•'f 1 . U7 ,C, • ji n; - :° .I Y;> ' 11N:g n 14tN:rl;ltl YAYYP[:R INJtHla7:71; 7a'l V.7l.I: 'YI Y.IiCf SAFE GRAVrfY LOADS FOR 6" PRECAST wd 2" RECESS DOUR LWN7EL.S M.*"" SAFE LOAD - POUNDS PER UNEARFOOT TYPE LE3MG77F 8R118 am-00 OFI awl 018-0a 50" 0540 a010-Ie OW14-I IteFla-I on-togas-Ie tlrlo-1 4'-4' (521 PRECAST 1635 174I 3767 3Ie0 430 342t 5W3 711D Iw1 ala 5M SM 405 I4A 101w 4'-0' (547 PtBSAST 1494 ISIe Sow 20It 30ee 4249 0124 I0a twe 4N0f xNg ow 5'-8' (66' PREOAST 886 m Ing 1714 2W U= 3402 3660 I I V MI 4%7 4M 00 7117 6711 5-10'(70' PRRYST 810 ae6 1662 I= 1124 2afe SO s700 1113 2241 4242 6090 41111ft Aft Mud 6'' PREIXST 797 I01 4616 311a SN 7747 Hill,I= Im ton 3120 601e R15 642I I 7- 6- (90 PREDAiT IRiB rM 4W 240 W76 5743 nn 6623 765 142D 2469 3770 57 9'- 7 (116) PRECAST 411 t6le f733 3126 4R61 3149 bee Ie3 1606 2m 3121 4160 6Il91 BAFELATERAI. LOAABFOR A- aaar,<0r.49- aof."Q hnnA 11.1 MM A V''+ M SA PLF LENGTH TYPE BRU8 8RF6 RCMU 4'- 4't (521 MAST 758 757 1164 341 FRBAV 694 693 1073 5'- 80 (401 PIIf= 408 407 055 5- 10'(70") PRECAST 382 381 616 6'- 8' (80') PAmw 595 786 464 7'- 6• (901 PA1dllTT 509 674 363 91- 8- (1161 PRE W 370 490 214 SAFE UPLIFT LOADS FOR R" PRECAST w1 r RECESS DOOR U-LINTELS 4- W-04na SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LF7MOTH MAT 0-'1 6AR4-I e-i 1 eaFTe- 6er70-n 04- n o- INM- WID- WM- I MI- mm- 4,, I"` 1R! 2312 3D56 AS1 4446 640 m 1I86 2M2 70re 6 5149 4,- 6- (. eel 1034 2tn 939 043 067 IaM 2V4 UN 4N1 5' ( 86) FiEIAST 03 1 TN7 IMI 1 3911 eh 1269 17I7 2110 2710341u 2 3111 5'- 10.(701 PREC/1ST eS I2a7 174 nae 27I9VA IM17462M21996'- B' (80' PFIBCASF 570 9F 1 1 321 670 I= I= IUD 3i79 7,, ( s F1sEruT 743 I3M M 21M 26I7 f66e W6 e9e I]64 MM1165 21" 211.D9'- 8• (118'jPREfA4i 4n 123f e59 flag MR4W 1gR 12ac rm Sig 2A1 ON 7NE NUl93ERS W PMRMESS ARE PERCENT REDUCTIONS FOR MM 40 • SEE CD4ERA1. NOTE 18 (1) THE NtNM IN PARFlMM AM PERCENT RMWMNS FOR OVA 40 FMD AHED RE6AR SEE MOM NOTE N0. 4 I= A00E0 REM SEE Ol48RIL HUM NO. 4 GENM& No 11) [ ren wa6.4oN,ge I/2 ra mNn el tM a6 r r®ador TYPE DESIGNATION Iw. dd v e' 9rd 46m P1 a F • W 1® CIgYI / U • 111R1If0 u' n°Gomw eax I ' aoala1ed .Iiodm ated.i..ve.,l4eaw1g1" °'"a:.°'e r0rr. BUfl Sf12 EFTS I r eo:°m `la 6i ti'aw ua0a0raaagiybulq a gD1n r r. 9 a e.r..ebe a 9 AfiYyt. CdyaO ji y cWw2m70OMI IdwUAN } JnON e.dtwr w s to I • - • I i ?: i 8 F16 —1 B /I T g 4 W 16R Q iiwi4 kriY Y Ye 16i 101 IV I d- w w 6a0 aM Mr loth .Doh 161Y AL IwMim gRWli01 iui. 14 a Bole aalu* me mfi v3v .e. re km and roe.+ rW a.m. q v 1) Raw w wr w .a w4 I&h 14 3a. look « ward dish Iad• r Fwt. 0) gum Q r >rrakesp"r9,.6 Wmis W paae rt3.elo• for 14 sob I.ekod e raaqddcd1. •6a w4 All tll 1-14W CUM no 49fa/wa••br M Am' •: fbmd y- Pet W 6 u . . mAr I Mkt a III)aaami w+a w ag.ep ..n a awr e w w «4Ga . WyWo1 N td61" M uiiaae6 mner4 ea7.ata 9g09 Yaa W,e fj , •. gcoob O a1 A 1r ia" rNerre7. 4''" aw`.. a, mowcr,m+e4'ee {`: J `.w • 1 5d : `+ i 1i6 2.1 a °a . ew rr6ea taken leer me t7avida 1' 'r, y - wwr 41) surd gal Na* as anMi Acorpmtae lb _02.2 /i : ., 141,a n.dwa>p a aestn.+ w a ry r.5aa • m-1Saper :•.• ; 7 ::' , 1. ;;. Fs alnf a Ig1aN w.da, ea d tld red am* oA Ib brad 67 • • • • • • I • v II04 OW' a a. SEE W I.X" LOAD lmloed b..aoLL TA91f5 FOR L010 MM 1$ ..v'r , 444'• •M013UCrRBVISSD ta11a fmam IJ teo 1 .arm eaa aaw look INN V. al. w 1aa •7 MR MMIM , _ p ... eamOWa a9011I• t7"dh or w° mmeRmw aam.a nal aa, a .-ab Imo 0.?;::p pR' aRl P!l . Cp, . adwl g a.a. FALL um C01MRE pR `' EN ' ' to 0 1Ci Remew p109NA . ad 6dd , • : • Ooee 2R110VL4gO 10 Idra Tel aHd'edar r a real d ar tatlrn e4 Ir Idd sell ( J5 RF9AR ,+y1roi°00aao••rnuarkddn 44 'OZZ iry ,Holaraeet. I ' ClR t7P .. Adepdtwx• r ONO 4rOWao11do °3 . canna Maprga fb 1 teZ 03EMCRb79 O G G& Effm R. e,j per, . 6m CAST—CRETE 8" LINTEL FABRICATION D_AILS a°o< Ar- '"" ILL f016 66go- N amp awfum ti - eD: N6 KM IOJE w A X=Uu r giQo Oi/O fl 6S umum fE - MM NL 4016 CIUYI Ir. FRO u1ma3 4f 3 M IAM 1-DADE MUM -DADS COUNTY o FRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Kmml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) lymy.miamidade.eoy/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 shalt not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AAJ (in areas other than Miami Dade Couaty) 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 AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Bgh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Partin, 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. MISSHX IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by He)my A. Makar, P.E., M.S. P'tr t ADE GouNTY NOA 7-0821.8 Expiration Date:te: 09lI ] /2018 Approval Date: 09/28/2017 Oq /Z $`Z617 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-S29-9d, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERTAL CERTIFICATION: 1. Quality &i1em'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 March 24, 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Micuni-Dade County Building Code Compliance Office, E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.R. dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory AfAffairs. 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., certodng 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 Depco-tment of Regulatory and Economic Resources (RF.R). E. MATERIAL CERTIFICATIONS 1. None. lkll 4 dLi C,ffefmy' A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA,Tnc. 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 14.201through 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. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 tlr44 s HIGH STRENGTH PRECAST AND NNNPRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE W.y,, m i I' = W-Tl7 FMaIeT T NEEM lr" ec5nvie.r= Fi6F ft1rJ M ljr eas:.rntx=6M SSrftSC-i CCa[erFr a i 6" PRECAST U-LINTEL DATA TABLE C1J"I,I 6; %jj'7 ilfi±t!t1r.''i1'i." a E+o esr c guar t t ircmvtTCf.1 mn 1CU.U.lA Od i t/tT_L'tl[G:it:/]fit• railrr rWilWJ irsan, r? ir mrv.rrn 4ticc_arrsmrta_ jrarvcr rnr2-IMirar•f•, fr-aavnrrmYxvrrao rmafTT;rIFTMrnz:rrrsT.M." i,rL rR" r rre9rrTi 1 s1c1 r ui::drfIIti r:1,_:; rE'.ii J r mca nrri cn r L rtscaceQll" s rT z1arZ1, rrt orkr!1•!fwi-JIUJL Urz- Fr." L'R7 Napo I a;GLIM r cu arrn u--Arta, l && AEsc TYPE .a. TYPE 'A, 51115 Iror ram= aauwm a Kamm r00 Nm om.n0 a a rofa4D INN earaw Mn AM CAM U SR00a0min W /mofrtm 00. arc Nora MM coma cm -am E aa, ore L mrama Osm+ 1/Y as I= AM N. N. in A Ossa .. smaas UJUMf L AD a Nor affa. - IONS ro am Os AM "is S. mm R IML Fina Y 0330" an"" An O"srm sALaa N. r sMMM M1 - as NY as YL L rra Nor u aaS amt aaf ® cr •a LaOamor "m Nor maym - a V LWfWOU11 f1- lea ra M A w UMIN $MGM ... am 1C 0mr® cm a m== um am L mm gm om Ir fsr Ofa Oa m IO fr ma tla sal r0 I a as as a0. a s Am a on forms Arm SMR= a® aaL L J•,', Cl CEN ' ,• B aa rUhOfoflai I a• PRECAST W/ " RECESS DOOR U-LINTEL , DATA TABLE a 4 % e"` Dm"'ibWioI Z!nao y= Mma PIa1JL BfdloNQ., io 03 a' I wLr a-r / rLn . •' * ' gooa ."18 ORIV. G\•• 8921CM v r I aaa s-L t-Y r ir-V; .1'Y• FF18EflF13394 AL rMLMNR OP PRECAST AND PRESTRESSED LINTEL DETAILS wevivo vimm0 as 2rs nam ams wii a i GENE Lll4IF 0 ud.dd¢ f: yC I s,pi ald -dGwo pd brtt o m amta.m aamn atb , 1%olao.a f"•1a•tm w WM pp. u « s 1) 14 at. bd toWu load m .i8otn 4 Ye 1 a" babe EsaslGtd mr 6y j aw4loda% r 0hbbtat a01/3 todtn. .rri 3) vawt bU mwW bd m, bad Wt& 4) IN mmb« b aselbedt bdada W owl ni•cWa for Vow 40 mu tdd Mar. jkftjU V 1pt eid.(e/eaip+ 111476 jjy * tM rp ttlepp 5) A Udd V eT 3a IMMOtf a law UK bb e" W v1em48w aMiit W rWN 1b1m1 80coda s•mm IQOL3. a •aplloobl d) Ulm ad 5d& a ntya•L 1) 4rb bbab oftnlOrdv/ f Awft bammld end dt e) t aa/ rd+ mat cM aA W 4MMMIUmt Wm84Calais cmdnu W"d diHtmmim•ad 4-OW fnlb.p ren,n A. WWWWW mbf," d s-1 ' 1tig AMU i W Oft m 13) a open d Ao edypbd b m Nth q(>qW 6 r 1 , C0 TM slaw am00i"`m o°' ate« •awed c wa 14) =yy dd dtrdtomonb' . 01 •dbd «. and twlaoaId lab tbndd M ehedYf r« W W bo/d + takmW tmland S14 Slob tvmd taeml b59Gumab. E Ib) Fs mood• mWIdob • d Abom at art lod tam load mar bd$L ttam le) fbr Fdd br4W mA Am 1a• mb bd Imm mot urp d foo *am do sort bob as AWROad dadd. bd& le) We bA band a n WW *sip aangp* pp«3f10ua1dfltda d«Afp3a7p1ra 19) hmaw t amd b d naeaq'p imb fROU) a1a. Oitwild. 3ta tralci "bft sy"-•;1: SEE W LA10K LOW TA M FOR LOW WIN crib 'i7^• V••,.a 1p' RREINFORf D MWW RU 000RSE 1/YCutTYP :- s;;( . 1) 15 EtE M FOR 0' El1RFL5 5 RMW FOR If UNW CR40 or WM SAFE LOADS FOR 4" SOLID LINTELS wr_44q a GRAVITY TYPE LENGTH 4S8 Y-6' (421 PRMkST 1180 4'- 4' (451 PRECAST 959 4'- 8' (547 PW.MT 789 5'-10'(701 PRE= 460 6'- 6' (78' PRECAST 360 7'- 6' (001 Pf1MW 260 9'- 4 (1121 PRECAST 156 10'- 4'(126') PREJCW 116 12U8 4-04-- 13 UPLIFT LATERAL TYPE LENGTH 4S8 I 4S8 Y- ti ( 421 PRE= 687 371 4'-T (481 PRECAST 597 320 4'-6' (50VI PFU45T 529 258 5'-10f (701 MAST 407 148 6'-6' (78') PRECAST 300 118 7'-6' (NJ PRECAST 280 87 9'-4' (1121 PRECAST 187 55 1d-8f(1261 PRMW 152 1 43 12F8 12F12 12F16 11) edlas"•dW n.b« to a bmbd at U. WAM d W bW otda• ,f^'..% % ••. i f '•t A ,Y`• WA maw [ mvmw 8U8 m •aoblft with1boFiorldr6F6 6F12 GM6 i ImWirgicade N- o 2/ Ig TYPEDEMMAnOl1 •'• w. 'Y ,. r r. tm to aou/ a- cram H3 LIJr • • - y• :.i:+< p, •`.,C'. a ,`; a. s' l. iy .. 12F16-28/2T matl0INEtm J J L°i1w« 1ar , .,Kx rF i• •'r' .' Y'S;,j•} ,! ?*v h: 0l tat Wnswum a }- - f+1Taa;' ! w•Il(f•, J•C••y;t, •.: • (t jy,^,,.. am sm 450 3 r.. ;. ., :4: _ ti. t! •• 12F28 12F24 12F20 OWN PROOUcr a• • °a, to +Yrm. • :*' at eomDltiIIow0ut7aWammoraEnear '!•• '. $T •'t Otoft@d It 0nmw O10m • • •• • • • • • f/Fyn% ,• CRGAARWO O • of GM C59tY N0••AN /8 6F32 6F28 6F24 6F20 M. CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES I I G1J { L' \ }, ME RM oaoes- 4 a= P.no om swL ors iJJ 3r / 'R out 3 ( anon Cw aL - tm M 403e M.. uau 9= 1 W 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS WP*wr0 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61S 6F8-1B 6F12-1 6fl0-18 6T20-10 04-16 6F28-1 6F32-18 S-6- (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 SM7 4'-0' (481 PRECAST 2025 2313 3592 5050 6148 72V SM. 9357 4'-0' (541 PRECAST 1654 IM7 303 5050 6140 7227 7 7 5'-l0'(701 PRECAST ' 1067 1260 2198 3M7 5734 7227 8297 8225 6'-8' (781 PRECAST 949 1078 1931 2850 4328 6737 8297 M 7'-r (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 fic 9'-4- (1121 PRECAST 564 660 1058 1523 2084 2705 3731 5017 10'-6'(1261 PRECAST 503 566 895 1270 1706 2235 2898 3747 ll'-4-(1301 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 22M 2808 13'-4'(1601 PRECAST 373 417 645 895 1170 1485 1852 2285 14'-W(ISill FMCAST 351 3n 605 835 1087 1373 1703 2087 17'-4'(208") PRECAST N.R. 299 1 459 620 794 985 1198 1437 1) THE NUMBERS IN PABENOIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RMML SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL. LOADS RIR e" PRECAST MUINTPIS w SAFE LOAD PLF TYP[: LENGTN 6U8 8F8 RCMU 3'-V (421 PRECAST 587 1055 595 4'-41' (481 PRECAST 487 787 445 4'-8' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 196 S'-6' (781 PRECAST 263 496 157 r-6' (90' PRECAST 222 367 116 9'-C (Iln PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 ll'-4'(138n PRECAST 139 311 49 12'-0' (1441 PRECAST 131 277 44 IS-4'(160') PRECAST 117 223 35 14'-d(16n PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE IS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS ow- imm SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 6T9-17 6Pt2-11 61`16-17 SF20-IT V24-IT 6F20-IT 6F32-IT 3'-6' (421 PRECAST 1412 2074 2715 0 3997 4638 5279 0' (48' PRECAST 1223 1800 2357 2913 U70 4027 4M 4'-6' (541 PRECAST 1053 1592 2084 2577 3069 3592 4059 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2735 3114 8'-8' (787 PRECAST 723 1097 143700 1777 2117 2457 2797. 7'-6- (9n PRECAST 648 j 863. 1249 1544 1640 m 2135 N 2431 9'-4- (112-) PRECAST 575 571 960 1252 1492 1732 1972 10'-6'(1261 PRECAST 314 462 787 1121 133 1551 ma1766 11'-4'(1361 PRECAST 474 404 635 985 1213 1442 160.5 12-O'(1441 PRECAST 4M 387 619 Sall, 1093 1299an1506 IS-4-(16O') PRECAST 402 j 308 516 m 738 m 906 1076 1247 14'-O'(1681 PRECAST 3N 265 IV 475 67701 632 lr-4'(2051 PRECAST 253 208 338 to 476 585 603, t1145 p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE N0. 4 WOPARM40 M CR 579 R83L17. S0580 PR00UCf Rmun SdidiOinhwilh mo Plaiidi q! pm oa o - 0 8 er xae3DaTm No 18 o. I , •-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES rw ` W IMM 0013E-14 atom to 00 AM terdEs AIi 91 0Afi a/!1/7 {ttpOtO 4h QA1C aQaaa M - m at. 44m WFAM6A lRnt sw t OF a a r-- SAFE GRAVITY LOADS FOR 12" PRECAST U-UNTELS OWV+m SAFE LOAD - POUNDS PER LINEAR FOOT LENOTH TYPE 12UB t110-18 170-3 1916- IVID-21 M-281110-29 IM" S-e' (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 144M 4 -0' (481 PRECAST 2923 4232 5838 7819 9352 11060 12755 14435 4-0' (54' PRECAST 2396 3464 5304 7619 9352 11060 12755 14436 5'-10'(70' PRECAST 1612 2320 3218 5234 6487. 11060 12755 1 6'-6' (78' PRECAST 130 19M 2079 4198 6421 10032 12755 1 7'-6' (90' PRECAST 1138 11625 2131 3218 4078 1 I756 9783 135 9'-4- (1121 PRECAST 795 1215 1535 2230 3003 4107 5593 IV-6-(126' PRECAST 614 1043 1295 1853 2510 3323 4334 5632 I1'-4'(130' PRECAST 518 945 1162 1649 2218 2893 3719 474 12'--0'(144' PRECAST 455 878 1073 1513 2020 2017 3333 4208 13'-4'(160' PRECAST 359 707 926 1294 1709 2188 2743 14'-O'(168') PRECAST 321 7200 865 1204 1584 2017 2451 17'-4'(208' PRECAST NR 4510 631 881 1141 1428 7750 A210.2 19',0(232' PRECAST NR 30 177 700 926 1{SZ 1. u) Ia mIY m 0V Fmom SB Am PERCENT RuEm'b FOR QM 40 F1Em MM RERNA 3R 4aNM WE Ra 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12' RECESS DOOR U-LINTELS off-oms SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE UAL 05-18I8R9- IM4-3 108- 11MI1 IM11- 1IAT 4'-4' (521 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 V-6' (54' PRECAST 2319 2740 5460 7584 9640 11669 13579 15679 5'-8' (601 PRECAST 1347 1841 3555 6395 9640 11669 13M 15079, V-10'(70' PRECAST 1259 1758 3351 5954 9358 11669 13679 150 6'- 8' (80' PRECAST 921 1 1430 X&I 14415 1 =4 103&61 1 11 7'-8' (9n PRECAST 703 1 1203 12157 1.3494 5259 7922 9623,11 9'-8' (118' PRECAST 389 1 843 114514 2157 1 =34 4427 5417 8380 SAFE LATERALLOADS FOR 42• PRFCd3r O1Arm s 1 SAFEPLF LEN VGTIH rpE 12US 12FS RCMU 3'-' (421 PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-8' (34' PRECAST 1049 3922 2417 V-16'(70' PRECAST 681 2547 155 6'-8' (7n PRECAST 579 2107 1 7'-8' (90' PRECAST 474 1771 914 9'-4- (112' PRECAST 355 1326 58 10'-r(1251 FTIECAST 306 1143 45404 Il'-4'(IV) PRECAST 278 12'-0'(1441 PRECAST 280 13'-4-(160 FRECAST 229 14'-O'(Mr) PRECAST 216 J971317'-4'(2081 PRESTt SM N.R. PRESTRE N.R. 4'-4' (52' PRECAST 4'-8'. (54' PRECAST 5'-' (68' PRECAST 5'-ld'(70' PRECAST 8'-41' (eon PRECAST 7'-8' (200 PRECAST 9'-8' (118) PRECAST PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS SAFE LOAD -POUNDS PER LWEAR FOOT LENGTH TYPE IV5-21 11 IMI1918-21I TS-1112T24-11 21 32-v 3'-6' (42' PRECAST 2752 4287 5013 6938 8264 9589 10915 4'-0' (48' PRECAST 2380 MI 4872 9023 7174 8325 9477 4'-C (541 PRECAST 2113 3291 4310 5328 6347 7365 8304 5-10'(70' PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (78' PRECAST 1 4 2972 305 4375 5081 5784 7'-6' (90' PRECAST 12670 1707 378 3806 4417 5028 9'-4' (112' FRECAAST 1026 117 2006 2590,J3087 36 4079 10'-6°(126 PRECAST 920 1147 1612 2281 2764 3209 385J 11'-4'(130' PRECAST 855 529 1404 1982 2441 290 3384 12'-0"(1/41 PRECIISf 81/ 753 1269 1788 2201 2816 3032 IS-4'(16D' PRECAST 678 633 1057 1485 1528 2189 2513 14'-O'(168' PRECAST 822 580 974 1365 1679 1993 2309 17'-e(2061 PRECAST 434 427 05 964 1182 1402 1623 IV- *(2321 PRECAST 366 370 593 617 1002 1187 1372 1q G D[ 40 MO SM 6B1 K RORl RCS MR SAFE UPLIFT LOADS FOR 12" PRECAST w/Y RECESS DOOR Ur1.INTELS 4 WP4f O W. I SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4' (52' PRECAST 4'-8' (54' PRECAST 5'-8' (681 PRt m 5'-10'(70' PRECAST 0'-8' (80' PRECAST 7'-6' (901 PRECAST 9'r8' (1151 PRECAST j) 1K NUI®ERS d INmmIE56 NE PEIWR RE0(R.TRR6 l0R - DRC. HURIPL nvlc 10 P MUM DI FNmmQ:SEi ME FTI M RMWM FQR 0 i16D /Dam Ia9Rt SEE aFHWII MITE !W. 4G'' • • • •ENS ' WX 40 FRO MW MO. 3EL GVMK ROTE Ra 4 PROEwCrR6Vly$p eWiG,4 whs lho RWd. i4oROdoeoFb 447 IC •• . - 9NWDpCr RtivlsElo Id1lloFkdda a F CRAMP ARFIfND Ileagaw NoZ" e f 8 sS/ R D01°0. 5E 16R.4118L5s4 FaaO l;;,• SEE GENERAL NOTES -SHEET 1 OF 3 Fi.P.E+18T;i1041l1R5B na" of mwCAST—CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLES MW.14 am" on Am maw ILTA 1 6G L1• WRtvivo anon CRRO Fum m - m Ra 44TA ORD!RCN4 UMI SM 3 0 7 MIAMI•DADE NRAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %,nymmiaaudede.gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ABn. 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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Panrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, Ei4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. lAM NOA No. 17-0821.19 DARE COON Expiration Date: 05/21/Z022022 C9 /Z8 J l 7 EMEW Approval Date: 09/Z8/Z017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet] of], and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04/28/98, sheet] of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated I1/11196, 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 44 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 fed Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #64-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196, 13. Quality Control Manual for Pre -stressed Products dated 03120195, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. 'Drawing No. FD8, tilled "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 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality,S stem 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 Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05i21/2022 Approval Date: 09n812017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. DrawingNo. FD8, titled "Cast -Crete 8" Lintel Fabrication Details"' sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II-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. OTRER L Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmp 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 b- LTOZ/8V60 :a;dQ IuAcuddy ZZOVIVSO :91% uopealdza 6T'TZ80-LT 'ON VON AOSIA.tados uopaag ioa;uoa mpoaa S.w I.a.a a gw V ,icu a uoljlPg i,tOZ 'apoa 2ulplmd npl.co17 ayj yjlM aounlldtuoo 8uIxfrj rao ' d 'oul.r rnd w.ia,(q palnas pun pau8ls 'yIOZ `6I jsn2)tVpajvp ''oul 'vsl1 aja.ra 1sn,7 uao.rr ajja7 I Imlo '3 auox -I AIOI.LVaI. Jaffa 'Imaivw 'a gy) sammosag ouuouoo,7 pun djojvin8ay fo juauq mda(l rtjunoo apva-lumryy dff .I 2DKVII f1SSV A M' Vfla 'Q d•d 'ouuind 8ivjj dq palnas pau2ls 'paanda.rd'l;Zt *pI g2no qj IOI't'I shags '6IOZ `6£ jsn8ny pajnp `slajul7 gout-8 passa4s-a.id pun jsvoa.id gl2ua us YSlIH JO uopalnolna 7 sAioLLV'Ifla'Iv;) 'a auojv •£ SIMI •f[ 6IOZ '6I lsany uo ' g'd 'oui.tand Sin ra ifq palnas pun paugi s 'Y£OZ ZI aunt pajnp uolsltia.r jsnl 1966I 'L aunr pajnp '••d 'oul.r.md ivta dq palndald `£Jo £ y2no trlj £ spays „ slznja(T uopnolugvj la)w7 „8 aja1.7-jsn,7„ payll 's 'off Sut -ia 7 saN &VU(r 'V ZO'£060-6T#'I'6'AOUaaV SfIOUgUa RACK 1 QaJ„ ]3gflflS 2DMa(l A2 'L uoljlpg 010Z 'apoa 2ulPll1z8' nPjJ0& 3N yj!A aounlldt=) 2mw-tmao ' •d `ouumd 81wo rtq palnas pun pauga 'ZIOZ/£0/ZO pajnp `uolly todtoo ajar,?-jsna ruo.(.rajja7 7 auoj £ NOIs.yamivaaWRIaS.vw 'a s,I,vff 't0ojvin$ag puv 'juawuo4"g 'Suljjlau.radfo juau4.mdaQ 4unoa apnQ-luwmyy XS I 2awviflssv A.LI'Ivna •a WON 7 smouv 7mwa •a auoA( •I sisal 11 ZIOZ ZZ tlojDN uo ' g'd 'oul.c rod Slivao ,(q palnas pun pau8ls '900Z 'Z I dimugad pajnp uolslna.r ml `966I 'Z aunr pajnp ' H-d 'oula.mdSrnja i<q pa.mdatd `rfo £ vsno qj £ sjaays ,,sllnja(T uopvol.rgnd la)ul7 „8 42.10-1900„ P911'1 'Ra-d 'ON 2 lmv-la •I SONYA&VU([ T T'60ZO-Zi# rrVAO2iaaV S11OZAOMA HaUNf1 a[MUIN IS a3Ma A51 '9 UL.LT REKS RaAtadua :331 AUjav Ao RDUON auI 4vsfl 013-13-4sea Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. Maker, .E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. lily, A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Esplratlon Date: 05/21/2022 Approval Date: 09/28/2017 E-6 t. AxT" Rvr HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PADDIII RCNUWM l is n1' r::1li"a_Jasli]i11fi'il l ll.?11 T'i 1 T 11Y.Yi'_I1 YYZ'i,;Il 1....., ESCi[ a0a:]al Utn n l iCti t7Ei![: 7 ai ri f'[a t[ UFAMAK3G1 a_r7k7 L1Cii F7Lt1I:JLLr.Sa i s L-GH C1LL1 i3Ef k23..r'16C-ii k7x'..lf G:>ifCZiG_ 0 OF4 1d1[LG,®i m vlilff MAN A aRPrAsT w/ 2" RECESS DOOR U-_ NTEL DATA TABLE I 11 lT: -. L 1 V.Y ;'.i':rii til Y:i il// m mm®r lfR; D= 'W7Ei^iC Qa E}GyaCiiFiC'J TT_ titJ[tLr.1'T5'r"'Utf3!lF3G['l;/G\tit• t'IC ttG}[trLJ[_:irlalair: 1(TY1jiVtilL.,ILX2JM1Q•iiF$i SCY lS'.F7 al:s 7r...f R'.i'1 UtY3..J Ftaia FL!1" Q t an ucrtsau:fular rr rr lc,i[t\al r,serares m>,Ft•rcr IL'SCil t;`iarCS['illellar:I:t-r•v.'.-.'.r:.a'.'r,r'.Lr>t rl K'^r:.r+e nat rJai 1[r. I& 9. Olm I.„ r.a.n. 7a"ab. , I.aa. m rot mL Is o. 2ti r t MW .. 3.W Sara Wil.air7 if Wf.i't:Lu oc sr aacesrt lrt=Wtr s Ur_Aff•13n rrAierrnmain rtA.ur"ik tTIMMWa[o Lll Lh .'1 f esur: ',''.'!J\.G Vt 1:: 1k]Cia RJL7 s, ifE 7E 1r; 'flri liff&-m, rfSi 1Lii v Fs'a cli rtc a cx':n rzt= a,ar.z. r;as rraR r•n ©r. almarrrsa r nf r U"U'5. CEiC alYartLL11u%MAr X.LI-1 3L["e1c Z i:,- 1, a yl6i 7/ta w AM A3M N. K a. -Yalu 10 jM @YDM a/ TW_J tla R 10{a OYa a A4N N16•!/Is Sal SWIM a aYYrm SItIIYa N1a11 aC[ Sawa ! IY Wilf-ALAIAM fUKSMlYa as ai M UMMM CM M MYIN MAD Aill Atla - aq W SrIAlAs 4 go ve 1 aay4ac alalaafSll I. • 003 ti rot r x" a a SWAM VWZMa AS IiiWaq r...I a A Ma ALL a !/ I aWlas of falY.ta.WIG¢ fWanW: 70 KGfi Y YIIII IOWaa aaTa W atltaa7l YA7 St IqD 11 L= t. OEM NMILL MM 4" s IF' a fPRi URM aalNmala GM t. t11071mv PWRa/m m MM wm a1D YAMM WMM ENs• •. WI0DIILTQ3M6) M. mfdyalS w9Rrm Pkrlde QM FAFMO G ;* 6y UmlDta.,erG R1. \ .• SEiMFL=04. R_ P.E M—m.4m CAST— CRETE 8" LINTEL FABRICATION DETAILS n SAFE LATEM WOO FOR eavc eoalnry I nenn Fna A- PRPCAST A PRE9TRESSED U41NTE1.S at, mrnAsrrA mva7lm:aalln IIA14 a . OM+RW SAFE LOAD -POUNDS PER UWAR FOOT TYPE 1EN43 T14 aa•4e arts -De en" rtle-0 s1a-n a" ans.-is W" s24-le arse acme 5fn-al aaa-te 3 -0' 42 PRFiJbT 2231 MIS 4193 a n em1 asm 10m1 46m 19 7547 974 10A4 Ilan 4'-V (451 PRECAST 1966 I Sam 4MM ala1 7'034 stay rats slU 7547 arm Im1{ Itam 4 - a' (5{ •PRECAST I599 2110 2131 4571 alas la4 4373 i113 759 W2 t®4 INN 5 -4' (64 PRFALST7 1211 1430 IS" 2320 3123 3wa 424 a10 4315 rasa 73a am latuffig 6'-10'Q11 PRECAST ills IDS Sit mW 2542 10m 3p0 1 sots 4ao 61 711T ism E'-6' PREAST 906 If21 301 31W 4W Wall 2177 3N0 SMI IM ee21 r-0• (901 PRECAST 743 l 772r 2a3t Sw! Ilm us l 1 2m 3w/ foal a101 apt e'-4' (1127 PRECAST ear 7tso 1475 224 31m sole a n 1143 lap 294 34w 911010-8'(128 f PIEUtST 475 t 2mxm 22N nx 109 I1M1 2053 27a1 47a1It'-4'(13A1 PFtF!'AST 36Y eY law 1641 zw 31n 400a 143 Nw lace Im 31V a12' 0' i/1 PRECJIST 337 an t21N um im 2a0s m 03 I301 Ifal 21a3 On ffi 13-{' 1cnPf IJIT 296 hl Mfilm Ho olio sill M 471 7p I IWS 141111 late Rita 203 14'-O'(18A PRECAST 279 rn m low Isa I127 2117 2w 442 701 I= 1301 Zia 21II 170a PR WMM N.R a ao 24 IN14W17M asa m taro 1m 2243 DI7 flu 16'-{'(1847 PRESTRESSED N 1E a a ai Ill tla NR 417 710 12a0 Im 2m 2= a13 17.-4'(208' PRTSfRE`= NR. let to IN to 6 Im M 3e IN am Ims Iw1 tm Zap 19'-4'(i32' PRESiRES M,A. lot all I RR la m ra m m 42a 1 710 11N 1515 1710 21'-4`(2551 PRESIRESSFO NjL Igo33440 Sao so IIt4 ON Iw O'(222'-nFlIE.SIRFSM NR. la ae Ia 1x wl w1 1N 3N an 751 1047 INS 13" 24-O'(28n PRES1R65m NR la M 401 M 7R In n0 4.m41 w Ills tm am. SAFE LF fYPEi SUB I 6F8 RCMU 3'-d (m. paw I = 1024 1598 4'-0' (481 PRECAST 765 1 763 1309 4'-4t' (541 PRECAST 592 W1 1073 5'-0 (041 PRECAST 411 411 745 PRECAST 340 339 015 6'-0' (701 "MAST 507 721 490 1-6' (W) PREICIST 424 634 30 9'-4' (1121 PRECIItiT 326 • 512 230 I IY-e (126) PRECAST 264 401 ISO 11'4(tie)PRECAST 260 452 154 12'-W(1441 PRECAST 244 402 137 131-000I PRECAST 217,324 110 14'-O'(1681 PRECAST 205 293 100 4-e(1761PRES N.R. 2$4 81 PRESIREW N.R. 259 W 17'-4'(ZO9I PRESTRE W N.R. 194 64 i9'-4'(23n PRESW XM N.R. 145 52 21'-4'(2%1 PRESTRESSO NR 1 125 42 22'-0' (2641 FREStR NR 118 40 24'-O'(200') PRESTREM hlR 91 33 SAFE UPLIFT LOADS FOR 81 PRWAST & PRESM88ED WJNTELB pmr ra;W SAFE LOAD- POUNDS PER UNHARFOOT TYPE LENGTH ara-O 91-a Q 912-21 91D-1T 41`14-21 U -rr 9104r 6124-17 624-6 aFRFl7 979S NN-IT GM-9 42") PRETASf law 30 4a4 am Rol slot a55 no a" no sm 7ml 4'-0' (481 PRECAST Tm 23m alb 4rm am an 13m 23D2 am 3516 wo 5X5 am 4'-4P (64.1 PRECAST Ni 1010 2N7 3373 eQ 411 aAl lla no Im am 4m 4711 on 6, (64-) tea i Ws isz7 i 46t! toil pN Will 1 2W6 1 3715 1 Bel 1 45m 6'-10'(70 PREG1Sf 1m lap sms 3 41Mal m tall W3 3107 1 MR 1 403 8'-8' (78 PREOAS7 4-,* w199ma A gas 27111thd 3251 an NW on I un t900 I I 1 mu 7'-6• (On PRECAST I Ismod m s 242W 2117od 3=rd m 1224 IQ{ I sari 2w 2w 1 33a 9'-4' (112') PRECAST 110 1Na U74 19160 2 w0 at wI oat 1316 law? lam 2w10' fZB PR8y1ST 6W 95 ali Ilia 1491 O3a mat Oa ep Uaa 1471 tW 2031 2340 11'-6367 PR 11Sr 64 a0o Imi to 1513 I753 414 a9 Ie IA2 1643 wia 2w 12'-d(1441 PRECAST NO 43a m Lis ad ll 13m 15M 471 Soo woodtam law lat 2W5 13'(16dj PRET111ST 411 m 077 M am 1147 Lm 42a • No Its N isuml Isar PRECAST1IV-4' 60') sac M 50 n4 1 12O 410 413 m w kmw IN:I lath 1s'-Q (176 PR6IRESSFD 2m24a 3m 322 smo Sao ox am in I n/ 111 1131 Ad 1736 15-4'(184 PRESIRESgD of7J0 3U Sal 1a/ a a a m/ 7w 1 17'-4'(2007 PRF511 tl2 am wa 740m 41MIZU'. f6'-4'(2321PRIMRESSED Sia 34i 49 447 in a4720N 21'-i'(25d) PRFSIRESIE0 lie 2" of 30 a® 141 an iu W 721 on lea 2T-0' (26{7 PRESTRESSED oaf 117 2p 37a 4R ON w tai 227 Sso p am Dal w2 2{'-O'(28a PIESTRESSm IU 124 1 2D2 29 my 341 433 N 4a1 W Wa n THE NUMM IN PMENWFSTS ME P6tCEN1 R WCIN5 FOR ORAOE 40 SEE 0E1EW NOTE HI 18 ON WE 3 OF 3. FIE1D AWED FDAR. SEE OE1>f K NOTE W0. 4 ON SHEET 3 OF 3 RtDDucrpmaww OEN9RODUCTRav73E0 a convoykwiththe FWds m 0wvrtm rdea11" 1hvR1 FbftPommNo naq9. m.wL8 .014 YoAaR 74 eZZ7•Ig 2oc4 aa3 0 r TE In By g RWORMMnTF3 - SHFFT 3 OF 3 COnY01 6.•. .... AIiE Pt3XMI MDeie1m K" UKAM 141 7CF1iER0. L " N0. 4 ON SHEET 3 OF 3. An' GT/ OOUC7RRYlloip f! i leoalow4 r 1 * .CRN6PAfWWO n13 u ° o L OS24CR879 « . FFN% FL 93694 FLPL000. 44760 I4 RETE 8" LINTEL FABRICATION DETAILS i CeFR GRAVITY lIL1D9 FOR R^ PRECASTw/ r RECESS Ob131t Ud.lAf LS M-04 'eu WE LOAD -POUNDS PER LINEARFOOT TYPE LENGTH 6R118 elaf-a SIS afl IIRe-0 JJs o m0e-tB Mho- LYN-to alto-t m22-1 M21-1e avio-to 4'-4' (527 PRECAST IcaINf 3M 0 430 542T GM 7w taI 30 52a an eoa a47s tows 4'-e ( PMMT 1494 lwe 3fa 4945 w24 SM 1751 a sea 90 as SM loess 5-e' (6e1 PRE43AST tree 9!0 ITM me 22A M 34 aw uW SM 4w7 SM a M7 a3u 5-to"(76 PREC r eta ea low Ia0 2124 2940 m4 3700 1113 1 2342 4242 Mm NOW 74ft RM 5-8' (an PRECAST 797 wi I= mill sae 7747 8415 73a Sol tote 3120 am 7e1B sm 1 7, (') 7m 1400 2459 37M U43 723f eels 76o N50 2459 377o 043 1 9'-tt (118) PREl9Sf 411 Io60 tx33 312I 40I1 3Ne Ste M 150E 22N 3 222 w0 5091 f) THE NUMBERS N PARETQNLSIS ARE PDIIFJVT REDucnan5 MR cFAIJE 4v FM AWED REGML SEE Qe4 M. MM NO, 4 mumm fffS n anonLATERAL OADSLOADSFOR1l11Tt1 A C 3AF LOAD LENOIN TYPE 8RU8 8RF6 RC J1U C- 0 (521 PRECAST 758 1 757 1164 4'- 8' (54' PRECAST 694 693 1073 5'- 8` (Gn PRECAST 408 407 055 5'- 10'(711) PRECAST 382 381 616 8'- 8' (801 PREm 595 788 464 7'- 8' (001 MAST 509 674 363 M- 8' (I It) PRECAST370 490 214 d SEE Gem HIM 18 0 udotiba Iy mWa.doladV Y•-eti ba a"" a W -ab b.anmofal- F. pwpy. p ..ar.l ntl ` ' UOi N 40 e d r Agll ANI OM all In "baft la m 1.11 6i ddd fit meslb.(1aiVede Itw faetirlY4W IToum M 11IDt ta0 1)9t m r it t 4 IA N wx d ra1dmd MI 14 fir I Nd toots at om a. •d- ba Sam nd Irw b o AM e I 14 to ON befb ad *SM ma ab 1md ban am1 bq" ImP data 3) " W N Id mw 4d ad hal jd& In 3d$ bob W. pe0gta.4 dies" bra q nu. b &u•g. toaIM pad wbcft (a 40 p IQ bb bob tad a nftdyd"lp aaty4lt yu A a f00 OW All Mp* 3> wk i/15e wieGa N7a Jdel p1 p wldaed oaPaW mmaq' Yoita` aYem01 A'w' Or Otld Aa dir461deF.a ewldm.. a.d 4d1t a Uw as IJ i• a1 lsfa mr3 FUOOIJCFR04ENrD d a`i0'0 o Sh.a la:d mbb a r-etML Aaaeprera. p. -0 7) an 17 rd w mq t. detmld Iw bd 1e ratmrs D0d0 0 aqa darbd4aa me" didand t-mJb ida m..nAa.eSdd Oy 4 aee 0 ° a&mOt".iaea'' r woaar aI ot law d a77A Ito OR - Id am 10 Doi.. low and r-ba Is be I-w d no trdba d tb T-w aw0/ I/2• ClR tti SEIE SAFE tN6A LOAD vam FOR m ROM FOR M Pt0. l00 E fs SAFE UPLIFT LOADS FOR R^ PRECASTw7 2e RECESS DOOR U•LIN7ELS gf: a411! SAFE LOAD - POUNDS PER LINEAR FOOT Type LENGTH OW - It 04 Mat4-I e-1 1e1Pm- Unt)-n Wi- 2f aFl sm elf'tt- ams- 4'- 0. (521 MVASf_91141 14'a I= 3059 J751 1 4446 o440 ON 107E awe Sow 3r5I 4445 5140 4,. (, PNEUISI eW tat 2172 20f 3a7 4D5 00 eW 104 2172 UX 3a7 4275 450 5" ( 6S) PIe GIST M5 1 IM 232E 254 3911 m IM IM 33a 7es4 33U 3911 5- 1C(70 PRECAST aS 12W 174 ems 2n3 alas 27ff Mie I1117 1 174E 2tif 27A 6 27W 6' 4)' (sin PREICAST 570 M I Im 2421 21JI 39b 57o Ito I Igo Ha 1 242I wo r- 6' (90-) 1 GST 506 742 1301 21a w ma an Mn 1364 170 xIN 2BW 21a 9'- 8' (118) PROCA9T ws 4a ees I222 Q 1 I1a ass ea Ion 13a 2014 2a11 f) THE 018ERS N PAREN0M ARE PERCEW RFDWIM FOR WME 40 FM A00ED REML SEE OQM ROIE N0..4 - TYPE DESIGNATION F . rasa I® a1IR / v - IOe6110 8F16- 18/IT um" NEW mb N 1-1/1• G17I am r• N.'" 15 am AT Imam of Lem am HE33 t3;.•• PRODLICI' RDVISGU 11dmi' RIM REMM 7 AC514 11570m N l 11ra17arid: y !! amawJm1 sdo elOratPtarld0EN 44 O s• 4 z r 0m0RODIICI ApV{tDV owcoatmm. rbrro. b" o'— s' 2a,,( JJ L 04 CRVO t ei59iaf r:raTi9bi;r.l rt:IVY1trYGJE FABRICATION DETAILS Itifallfeybil•I:il[If Y[U:/L:I: l : I I. 1'i:7ili; i:r1Ad: raj Pri)Z srn.: n •: is ` '`' .'G'• Its J4' Zr '•r; I\ fa:Gf;I i:J.1U;i•1Cfl: Alva:rr lr a:r;lr: 4wcre ' - e.ce: cm:ly;J.ltr•:ra•an;; r,. CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: le - Documented Construction Value: S p o Z l Gn Historic District: Yes [INo Job Address: 342(0 --"'"^ Residential Commercial9 Parcel ID• M Alte ration Repair Demo Change of Use Move Type of Work: New Addthon Description of Work:w-bw 4 Plan Review Contact Person: i mortis s - cA.e c•' - Phone: Fax. Jua"A" .. Property Owner Information Phone: Name Resident of property? Street: City, State Zip: Contractor Infornation Name Street: C -4O 1 62-al, v -% -1 City, State Zip: CV4 Qdo. a Architect/Engineer Information Name: Phone: +Z - 7 24'3 Fax•g o-4- c State License No.: Phone: Fax: Street: E.mait: City, St, Zip: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1 RECORD TWICE POSTED ON THE JOB SITE BEFORE TH FIRST INSPECTION. IF YOUNINTENDNT MUS RECORDED AND O OB FINANCING, CONSULT WITH YOUR LEVER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installaticommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingcointhisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, 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: 50 Edition (2014) Florida Building Co permit Appliccrien BE OF Revised: June 30. 2015 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may Ifoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as wat 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 requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, 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 w 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 Dale Signature of Contractor/Agent Date 2.d rI (Lte I} Print Contra t''s N 4 -2a-Ili Signature of Notary -State of Florida Date PAT PAY COMMISSION FFIWRX, l EXPIRES: Aug M 2018160itBondedilwWMPuIlndemtem I Owner/Agent is Personally Known to Me or Contractor/Agent is Person y IUFoWff Produced ID Type of ID Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building 'Electrical •" Mechanical - Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtu Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30.201 S Permit Application 1973r ` 9701 Bachman Road I Established y.Co9507SlateRoad52129MillerRoadOrlando, FL 32824 vnvw.RJKlelty.cotrt Hudson. 34869 Vahioo. L 33594 /~ 407455.2636 State license 0 CF-0O2C 727403.5486 613-861-0707 R. KiELTY pie:' ° J proposal No: 717-13526 PLUMBING • HEATING • COOLING proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd, Suite 124 Model: Odyssey - 1412 Lake Mary Fl. 32746 $5,925.00WeProposeherebytotumtshmalarialandlabor - complete In accordance with specltieatlons below for the Sum of: Payment to be made as follows: 40% Rough In 30% Top Out 300/6 Finish. NET 10 Days M matertal9 guaranteed to be as spedfled. All WOW to be completed in a workman like manner according to standard practices. Any alteration or devialloamestimate. A from speclfications below trrvolving extra rge over and above costs executed only upon written orders, and wN adoe oeran extra na insurance. Our workers ar, agreements oonUngsml upon all0ces, a ar data beyond our control. Owner to tarty covered by workers rompensatio suFar=. d r C AUTHORIZED SIGNATUR THIS PROPOSAL MA E W RHDRA N IF NOT ACCEPTED IN 301 We hereby submit speaifiMMOns a ales tor. Mesrer Balk 1 Shower SleAhlg Accord 6Dr34 Base 72270100 White With Walls And tioen Chateau TL182 Chrome Valve 1 Tollet Gerber MaxweO 21A12128 White Elongated I— ev BUOder With Moen Chateau 64925 Chrome Faucel -- - 2nd Bath 1 Tub Sterling Accord 60x30 71140120 W1dte With Walla And Moen Chateau TL183 Chrome Valve 1 Toust Gerber Maxwell 21-9121.28 While Elongated c Inv By BuIlder With Moan Chateau 64M Chrome Faucet IOtchan 1 sink Faucet Disposal leemaker Une Dishwasher By Builder Moen Integra M15 Chrome ISE Badger V With Cord With Recessed Box Hook Up 11011009 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric EXCLUSIONS SaWlping Wuded For Sewer & Water Only (Slab Badditing By Others) Baektlow Preventers Included NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance: Additional $12 per foot 4W Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJin - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The aboveprices. srpar$Ooalions and conditions are salistactory and hereby accepted. You are authorized to do the work as sperllled. Payment will be made r outlinedabove. I agree to pay reasonable attorneys fees court costs in the evert of too action. A monthly service charge of 1 112%will be added after' days. Any sewer taps deeper than 412 feel or requires badchoe or dewalednq will be an extra charge. SIGNED yr^`,sa1{s fit^ n rr DATE OF ACCEPTANCE & PAGE f Branch: Hudson Last Edit W. Last Edit Data: 7IM017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: j g - q 0U Documented Construction Value: S 3Vn ! D Job Address: 3a AU M r liXaym lHistoric District: Yes No Parcel ED: Residentiag Commercial Type of Work: New:q Addition Alteration Repair Demo Change of Use Move Description of Work: ! &,L) J30 Q,r ni Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name r' Phone: & Street: ID414 ISC2eai.ucrv M 4 Resident of property? City, State Zip: Contractor Information Name e Phone:.7 &L& - %( Street: Fax: `--ru l- (flq:Z — 8 l City, State Zip: State License No.:.EC CArchitect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE REC- ORDED-AND+OS3-E"N-TH"O"]TE'BEFORE-ME"FIRST"INSPEC770. IF YOU 13TUND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date or application and the code in effect as of that date: 51b 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 1 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 1CC 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 an work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Ohms/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date tgoature of Contrutor/Agent rr Date CO' ref fJfC P ' rC ntractor/Agent'a Name 4!O Slap f 8 Signature of Notary -State of Florida Date r•". PAMEUISTERNUS p , Commission t GG 110522 y Expires August 7, 2021 orr dPa etadsottausuapgNOWrssnlws Owner/Agent is Personally Known to Me or Contractor/Agent ' Personally Known to Me or Produced ID Type of ID Produced ID T e of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 201 S Permit Application Building &Fire PreventionICATION Division PERMIT fIRE DEPAItTMINT Application No: 45 000 Documented Construction Value: $ ' Historic District: Yes[D Job Address: 3926 Saltmarsh Loop Residential 1 Commercial 370 Parcel ID: 17_ air Demo20-31-502-0000-0Change of Use Move Re e of Work: e o Addition Alteration P Type Nw •cal wiring, 150 amps, underground slab, rough and trim rip lion of Work: Electra Desc Title: t)lrector Brandon Gibbs reedcm.corri Plan Review Contact Person: Email: brandon.gibbs@ phone: property Fax: Property Owner Information 407-708-0163 Phone: Name Starlight Homes FL LLC. Resident of property' : No Street: 1064 GreeSte 124 nwood Blvd., City, State Zip: Lake Mary, FL 32746 Contractor Information 407-630-0119 Phone: Name Brandon Gibbs Fax: 146 West Plant Street, Ste. 240 EC13008106 Street: FL 34787 State License No.: State Zip: winter Garden, City, ArchitectlEng' sneer Information phone: Name: n/ a Fax: Street: F mail: City, St, Zip: n/a Mortgage Lender: nla Bonding Company Address: Address: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR WARNING TO OWNER. YOUR FAIL A NOTICE OF COMMENCEMENT MUST BE W YOUR P FIRST INSPECTION. IF YOU INTEND NOTICE OF PAYING O OBTAIN TWICE FOR N T OBSITE BEFORE T I ATTORNEY BEFORERECORDING YOUR RECORDED ANDpOSFINANCING, CONSULTWITHYOUR LENDER OR AN COMMENCEMENT- that no work or installation has construction made to obtain a permit to that the work and installations performed tindicated. sodar dsof ailumbi regulating, signs, Wells, pools, Application is hereby ermit and that all work will be p commenced prior to the issuance of a p permit must be secured for electrical work, p in this jurisdiction. I understand that a separate p and airconditioners, etc. furnaces, boilers, heaters, tanks, Florida Building Code it he inscribed with the date of application and the code In eQect as of that date: 6t° Edition (201 FBC 105.3 Sha permit Application Reviscd:laouary 1,2018 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 ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of OwacdAgent Date Print OwncdAgent's Name Signature ofNotary-State of Florida Date Signature off1 Contractor/Agent l(O.t1Cl10Y C. It W. Print Contractor/Agents Name p str• B Signature of No ofFlorr ate ILaM Owner/Agent is Personally Known to Me or Contractor/Agent is k 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No. # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: CONEWENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: January 1, 201B Pemril Application