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2645 Flicker Cv 18-1250
COUNTY OF SEMINOLE IMPACT FEE STATEMENT Osp STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000228 BUILDING PERMIT NUMBER: 18-10000228 DATE: March 09, 2018 UNIT ADDRESS: FLICKER COVE 2645 LOT 116 17-20-31-502.0000-1160 TTRAFFICZONE:022 JURISDICTION• T SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2645 FLICKER COVE / LOT 116 / 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 Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSgle 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT 100ISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE 1 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Fou;dation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Fj Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Inspection Description Plumbing Underground Plumbing Tubset Plumbing Sewer Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 15- ( 9 5D Documented Construction Value: S Zr.3 1$Z ,°° Job Address: Ca tee, , ' 1-- an6"A PL- Historic District: Yes No Parcel ID: 17-20-31-502-0000- 11 to 0 Wyndham Preserve Lot 1 lto Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 No Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA — E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of app6cedon and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 `5 `i' :5 Permit Application NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name lo , U R -Tr-` Signature of No -State of Florida Date otpR Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA C—o/mm# GG113111 fNCE 19 -tJlpires 6/21/Z01Contractor/Agent is VVV Personaallly nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical [3 Mechanical ® PlumbingQ Gas Roof Construction Type:_ Occupancy Use: 23 Flood Zone: X—S k: Tet U.4 0 Total Sq Ft of Bldg: Z Li 6 2 Min. Occupancy Load: 1 '3 # of Stories: New Construction: Electric - # of Amps. 190 Fire Sprinkler Permit: Yes No [g # of Heads APPROVALS: ZONING 9k IZ is UTILITIES: ENGINEERING: V C. 3 -1'1 • l$ FIRE: Ok to construct single family home COMMENTS: with setbacks and impervious area shown on plan. LI 1. 3*1- 1827 Fire -Ply - v, CrZ Plumbing - # of Fixtures I'S Fire Alarm Permit: Yes Nog WASTE WATER: BUILDING: I/-ZS' (8f8 Revised: June 30, 2015 Permit Application UI'llit.4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION MAR 0 3 2013 Application No: 1 5- ( 9,5D Documented Construction Value: S 1 I to.1 3$ 6 Job Address: a .vL+5 T:-W-k.,e•- Ca tee, 4- grV6,-.A FL_ Historic District: Yes No Parcel ID: 17-20-31-502-0000- 11 to p Wyndham Preserve Lot 1 llo Residential ® Commercial Type of Work: New ® Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: •407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-6001 Street: .20 South Maple Street, Suite 150 Fax - City, St, Zip: Ambler, PA — E-mail: sives@mtilhemkulp.com Bonding Company: NA Mortgage Lender: Address: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EdPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TBE 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 bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 5m Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water..... _ ... management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name I'V\ Signature of No -State of Florida 0 Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 E 1_ r ires 6/21jZ0 i Contractor/Agent is VV PersonSy nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: "ZONING: UTILITIES: Y -9 WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised:June.30,2015_. _ _,_—Permit.Application P187o7='4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 2645 Flicker Cove Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1160 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O • Flood Zone: X Base Flood Elevation: NSA 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: I 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# 18-1250 Reviewed by: Michael Cash, CFM Date: March 27,2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 g Y FL°8 ;044 Landscaping in Right -of -Way wW0ift9cv 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 I 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 rmo..nesbelow size and location of the existing right—of-way and use shall be provided or application could be delayed. Callnaonrooa 1. Project Location/Address: D%te4S _'Sar*g A. P—t. J2--1'7 3 2. Proposed Activity: D Driveway M Walkway M Other. 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date Emergency Repairs This application is su m' by: Ply Owns Signature: Print Name: Address: 1064 Greenw od Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shay--n—pel®stedOphDromes — Date: 3 -to J $ 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 auUmrization, remove said installatiorLtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hind) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequentiaq, or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. 1 have read/7"nderstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: 3 - b -1 8 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Official Use Only Fee: Date: Date: Date: Date: Date: 3-7-T-201 Date: rvuvemuer cuw ROW Use DAveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - La-18 Project Name: r-J ms-r—e- Project Address: Co vc Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1- This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, includingattorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print me of Owner/Tenant Signatur ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print Name of Gen. Contractor Si atu of Gen. Contractor CGC 1522347 Gen. Contractor License # Oft &5iev-600k Print Name of El. Contractor Signa re of EI. Contractor EZ,QC*3a9Cn El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02/10/15) LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- l S -1 8 I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: aILQ-i-S 1 c lce r C-e mac, Sv rt 6 -rA Pt, a'—n'3 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this -aday of 200, by Robert Willett who is personally known to me or o who has produced as identification and who did (did not) take an oath. NkNorARY hayneMan9" pUBLIC coma' G1 31110E Expires62112021Rev. 08.12) 404 i JI L. uc 2 CY`CZrQ Print or tWe name Notary Public - State of _ Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY: AMY LO-C-yName: SterU ht Homes Florida LLC Address: _8 Yd_ Su to 124 lake Mety_ FL 32x41i _ NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: I I slll isles III I Ht{ {III{ {till Till IIII GRANT PIALOY, SEKNOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLERBY. 9090 Ps 1571 (1P9s) CLERK'S : 2018027810 RECORDED 03/13/2018 03:17:01 PMRECORDINGFEES $10.00 RECORDED BY rdtemp Parcel ID Number. 17-20-31-502-0000-1Ito O The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance %Pith 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) yndham Preserve. PHI PgS 93-102 Lot 1 I t g Address: 'to4-5 C.y:rc,Sc+-r4r,d.L GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Moride, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 _ Foe simple Title Holder (If other than owns* 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 servedaspiovldedbySection713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llenors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless 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 of perjury,) declare that 1 have read the foregoing and that the facts stated In It are true to th my wledge and belief. We signature _ Ownefe Pdnted Name Flodde Statute M13(1)(0, • The owner must s on the notice of commencement and no one else may be psmdtted to sign In his or her stead' State of County of Theo going instrument was agWwlleedged before me this _ day of 20 tR. by Who Is personally known to me Name of person m tg stelemeM y OR who has produced Identification type of Identification produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA lA . Comm# GG713111 Notary signature Cm$ Ezplres 6/21/2021 Tc_ RECORD COPY FORM R405-2017 iFtrI FLORIDA ENERGY.:EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida DepartfheAt-bFBtlMn-esstandnPkbfessional Regulation - Residential Performance Method Project Name: Lot 116 - 1827 UR Builder Name: Starlight Homes 0u1LDbyG Street: 2645 Flicker CV Permit Office: Se in le County City, State, Zip: Sanford, FL. 32773 Permit Number. 7,i .8 _ , C /n 2 .5 .0 SANFORD Owner. 5Aa.1XBV* vlorne; Design Location: FL, Sanford Jurisdiction: 5 County:: SeminroleW (Florida Climate Zone 2) FpgR 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 fill b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. WA R= fill 4. Number of Bedrooms 4 d. WA R= 8' 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 it' 6. Conditioned floor area above grade (ft') 1909 b. WA R= ft' Conditioned floor area below grade (ft") 0 c. NIA R= ft' 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Rot: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 fill SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtulhr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: WA ft' SHGC: 13. Heating systems kBtu/hr * Efficiency d. U-Factor. W:. ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 IL Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallonsS. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Ede Insulation R=0.0 1909.00 fill9 b. Conservation features b. N/A R= it' None c. NIA R= fill 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 57.18 PASSTotalBaselineLoads: 57.22 1 hereby certify that the plans and specifications covered by Review of the plans and fr'SKE STg7, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance yu„ ! 3a,,.A with the Florida Energy Code. rrna• 4,: 'r , O PREPARED Before construction is completed DATE: ` this building will be inspected for a compliance with Section 553.908 o 1 hereby certify that this building, as designed, is in compliance FloridattStStatutes. with the Florida Energ C de. OD WE't4 OWNER/AGENT• - BUILDING OFFICIAL: DATE: DATE: Compliance regUires 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. r..•:..:{;'..r..k r. _ ....... r _.... _ u: ..:T oj;j Jg i{.7..-"'...-.. ..._ - _... t. i 1/17/2018 9:19 AM I EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software 4 Page 1 of 4 r FnRM Rdn5-9n17 PROJECT Title: Lot 116 - ag dl6t G`•. Bedrooms: 4 ,l dress TyGe: t Address r+41ar0:1')f.1 9i7.Seiili ri . ry.i Ai la4 yy f1Fs4Tifti({$ Building Type: User Conditioned Area: 1909 L "i: l Owner Name: Total Stories: 1 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 2645 Flicker CV Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State. Zip: Sanford , Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Healing 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 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft' 0, 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2135 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1909 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft' 0.1 Wood asp 1/17/2018.9:19 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 11 M1Y, WALLS Adjacent „', ; . r 1Cavdy Width Height Sheath ing Frglnl;ta • ,Sltla,z Below J L[l TO_811 T7 pa c:i.fi n' S tR. tR/168' ' FI "in Ft In AMa_R/ r .7 1 E Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 fill 0 0 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 fill 0 0 0.6 0 3 W Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3111 0 0 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 fill 0 0 0.6 0 5 N Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 39 3 7 21 ft' 2 N Wood Main None 39 2 8 7 18.7 ft' WINDOWS Orientation shown Is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 It 0 in 1 ft 0 In None None 2 N 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 3 ft 8 In None None 3 N 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 fi 61n None None 4 W 3 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 It 0 in 1 It 0 In None None 5 S 4 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 1 ft 0 in None None 6 S 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 1 403 ft' 403 fill 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 EtA EgtA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00D414 2071.3 113.71 213.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 1/17/2018 9:19 AM-' EnergyGauge® USA-'FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 . 1 :• : ' HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnl Conservation Elec ric None Garage 0.95' Sl) gal ""-6'0. gat 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main cfm 57.3 dm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin an Feb Mar A r Ma X Jun X Jul X Au Se Oct Nov Dec Venting Jan Feb EX1 Mar Apr May Jun Jul Aug ri Sep WOOcctt X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 66 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 66 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Walls HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 9:19 AM i EnergyGauge® USA ; FlaRes2017 Section R405.4.1 Compliant Software Page 4 bf 4 . • • FORM R405-2017 , E•NERIGV PERFORMANCE LEVEL 77DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 2645 Flicker CV, 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 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. NIA R= ft' 4. Number of Bedrooms 4 d. NIA R= ft 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1909.00 ft' 6. Conditioned floor area (ft) 1909 b. NIA R= 42 7. Windows" Description Area c. NIA R= ft= a. U-Factor: Dbl, U=0.34 120.00 ft' 11 .Ducts a. Sup: Attic, Ret: Main, AH: Main R ft' 6 381.8 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Fector: WA it, a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: NIA ft' 13. Heating systems kBlulhr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 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 1909.00 ft' a. Electric EF: 0.95 b. NIA R= ft' c. NIA R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: \ Ck, n O" ( Date: 'fj a I L 8 Address of New Home: I)LAk4 rkAe, City/FL Zip: ,FL 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. n c-r••- 1IIW20189:19AM- °r""•---- EnergyGauge6rUSA1 FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR•BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA F. TABL9 40 4.1.1'1. . AIR BARRIER'AND INSULATION INSPECTR,gWPONENT CRITERIA M rrafiii 1 I.. Project Name: Lot 116 -1827 UR Builder Name: Starlight Homes Street: 2645 Flicker CV Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The Insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity Insulation shall be installed to including Insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures Installed In the building thermal envelope Recessed light fixtures installed In the building shall be sealed to the drywall. thermal envelope shall be air light and IC rated. Plumbing and wiring Batt insulation shall be cot neatly to fit around wiring and plumbing in exterior walls, or insulation that on Installation readily conforms to available space shall extend behind nfr)*na and wifino- ShowerRub 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 3rp iriRiers . r.'• sealed in a manner,thal.Is,%commended by (he mgnufacturer..,10 r, y- _-,r,. • - . -. TI7n ,G tlj r'!N. c`.... . Caulking or other adhesive sealants shall not be used to fill voids a. In addition. inspection o og wa s s a m accordance with the provisions o ICC-400. 1/17/2018 9:19 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM,R495-2017 Envelope Leakage Test Report Performance.. . I FLORIDA ENERGY: EFFICJENCY CODE F, FOR BUILDING -CONST,RUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 116 - 1827 UR Builder Name: Starlight Homes Street: 2645 Flicker CV Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Sinale or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa 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 test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: 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. Zl'iB ST,q' c = S.`vdiO ' w ;.: •,: Y. 0 yM DATE: BUILDING OFFICIAL: rI1tTF•'.+... ... - - f s ^I n t,. •rxtraor Igt;:l;.rB:.1 rri„ > 7: t,v DATE:' •:ir.•--. p -t.. . _ I tr•31C0 U• :• tYlAnTh?f.lnhi :$p7 C4i:7 UleA..l::7 G Ift 371r'i7%.G.r.r...r 1/17/2018 9:19 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Paget of 1 Job: Starlight•- Wyndham Pit ft... wrightso' Project fur m'ry Date: 4/1Q12017. , Entire House,. By Energy Air', Inc ' '` i Plan: ' 1327 U t r.l: .... A9.7ftEt?.aj}r:f, !1Ct;i,.fi Cta t:.•ui):'Ct! .. •.> A`.(ltd i.t.!t)E'l'J1C1't 18E1 PU Ali!) -reel 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenneroenergyaircom Web: www.energyalr.com Project• • For: Lot 116 - 1827 UR, Starlight Homes 2645 Flicker CV, Sanford, FI 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15199 Btuh Structure 14900 Btuh Ducts 1779 Btuh Ducts 2205 Btuh Central vent (62 cfm) 1621 Btuh Central vent (62 cfm) 1199 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18599 Btuh Use manufacturer's data y Rate/swing multipplier load 1.00 18303 BtuhInfiltrationEquipmentsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2027 Btuh Ducts 319 Btuh Central vent (62 cfm) 1840 Btuh Heating Cooling Outside air Area (W) 1910 1910 Equipment latent load 4186 Btuh Volume (ft') 17760 17760 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 22489 Btuh Equiv. AVF (cfm) 77 41 Req. total capacity at 0.70 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 20020 Btuh Heating output 28600 Btuh @ 470F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 34 OF Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE I `.v.., r ..d7. tHr. . NA"•.`a.i+.-n)r'a 1. ' rr'a•.•r LAv a 1'. !w S; t: t•.•CM.•tt•L'l: L•Ri7 .. .. 3.".._ •C3a.t r`l.'[.:tl Bo/drfelfc values have been manually overrldded Calculations.approved by ACCA to meet all requirements of -Manual J 8th,Ed. 1 , C wrightsofC Righl;Sulte® Universal 2017 17.0.28 RSU02534 t 2018-Jan.17 09:22:07 1 e 1Pat9 Speciflc\Wyndham Preserve\Lot 116 - 1827 UR.rup Calc = bU8 Front Dow faces: E wrightsoft Manl i9l,. 1; 4mpliance Report En( ireWouse 1 Energy -Air, lnc • . 5401 Energy Air, Ct, Orlando, Fl. 32810 Phone: 407-886-3729 Email, GRenner®energyair.com Web: www.energyair.com For: Lot 116 - 1827 UR, Starlight Homes 2645 Flicker CV, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.60F Sensible gain: 18303 Btuh Outdoor design WB: 75.99F Latent gain: 4186 Btuh Indoor design DB: 75.0°F Total gain: 22489 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 899 cfm Sensible capacity: 20104 Btuh Latent capacity: 6015 Btuh Total capacity: 26119 Btuh Design Conditions Outdoor design DB: 44.2OF Indoor design DB: 68.0°F Model: CH14NB0300000A+FB4CNP030L 110% of load 144% of load 116% of load SHR: 77% Heat loss: 18599 Btuh Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 154% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 95% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. tJ0 :1 ;Stapight'- Wj6dham Pre... Datg• '411812017 Entering coil DB: 76.2°F Entering coil WB: 63.6°F Entering coil DB: 66.3°F Capacity balance: 34 OF Economic balance:-99 OF J 2018-,tan- 17 09:22:07 wrights ofr' Righi- Sulte®,Universal 2017 17.0.28 RSU02534 ,,. Page 1 ACCA ...Specific\Wyndham Preserve%W1 118 - 1827. UR.rup Calc = MJ8 Front Door laces:. E ' wrightsofte•1 I ;Duct.tSyWty . Summary ; I ,: }i Date: EntiFe House ; ;: =.P ,Br:. r- l:r.!-gFner8y.Air, Inc. r_nergyAir, Pi nc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-W6-3729 Email: GRenner®energyaircom Web: wmv energyair.com For: Lot 116 - 1827 UR, Starlight Homes 2645 Flicker CV, Sanford, FI 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 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.168 in/l00ft 0.168 in/l00ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 167 ft Supply Branch Detail Table Starlight - Wyndham Pre... a 1arzo17 1827 U Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg.Egv Ln (ft) Trunk eat h 623 33 20 0.377 4.0 Ox 0 VIFx 4.3 70.0 8ed2 c 1331 66 70 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3572 189 111 0.349 7.0 Ox 0 VIFx 10.3 70.0 eed4 c 1667 76 88 0.177 6.0 OX 0 VIFx 28.5 130.0 st2 FamlDln/Kit C 1772 64 93 0.174 6.0 Ox0 VIFx 35.5 125.0 stl Fam/Din/ Kit-A C 1772 64 93 0.190 6.0 OX 0 VIFx 22.2 125.01 SO FamlDin/Kit- 8 C 1772 64 93 0.182 6.0 OX 0 VIFx 29.0 125.0 stl Fam/Din/ K;t-C C 1772 64 93 0.178 6.0 Ox 0 VIFx 32.4 125.0 stl Foyer h 750 40 40 0.376 4.0 Ox 0 VIFx 4.5 70.0 We h 892 47 30 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 Wed h 2741 145 98 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 wlc h 544 29 19 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy C 992 18 52 0.170 5.0 Ox 0 VIFx 29.3 135.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 256 372 0,174 683 10.0 0 x 0 VinlFlx st2 Peak AVF 315 287 0.168 578 10.0 0 x 0 VinlFlx Do/dlitallc values have been manually overridden 2018-Jan- 17 09:22:07 WrightsOft' RIQhi- Suite® Universal 2017 17.0.28 RSU02534 I I." Pape 1 I•M1s il ... Specific\WyWham Preserve\Lot 116 - 1827 UR.rdp Cale - MJ8 Front Door faces: E ' '' • I t Return Branch Detail Table Name- Grille . ' '. Size-(M),' Htr , ' . A'ro Clg, ' cfmry^` TEL ft) Design FIR(fpm) Veloc Diam in) '' H x ~ ir F i 5tyg/,1 t b e (in) Duct Matl Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-17 09:22:07 wrightsof r Right -Suite® Univers41,2017 17.0.28 RSU02s3+ " ! ' '• I "1 1 Pape 2 I4ivn ...Specific\Wyndham Preserve\Lot 116 s1827 UR.rup Calc = MJ8 Front boor faces: E t ' : l • t rIJj,#.• 'JjjtarIight - Wyndham Preserve.., f6ir: ot. 116 - 1827 YR j2:5 Flicker CV Sa nford, Fl 32773 Energy Air, Inc - 540, "EhergyAir;, Gt. - 6rlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 Right-SuiteO Universal 2017. 17.0.28 RSU02534 2018-Jan-17 09:22:24 rn Preserve\Lot 116 - 1827 UR.Pip y 1, y It V 1 VTR r d`' " VTR 1-1/2"VTR 1.. i I JIl I Jig I Il I I I I STUDOR I KS WC I I SH I I I 3 2z LAVI a au I 1DW\,r 2" 1 n LAV 2" TUB la n wm 1 C/O e O Z PLAN 1827 Cam' TM •- PLUMBING RISER DIAGRAM. FV 0 It P v W06 m_ v o N C CO 0 iM&NSION NOTE: Proposed building dimensions shbA hereon are of the exterior. g. Kr DHAM PRESERVE LOT 116 4 BiIiMding Setbacks Setbacks: Per construction plans for VMDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front a 25' Rear = 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 7,200 50.1717. NG AREA- 1.969 SQ.FT. E - 403 SQ.FT. r-ENTRY = 70 SQ.FT. P9IRNEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY 77 SQ.FT. A/C PAD - 9 SQ.FT. 3MPERVIOUS- 41.3 X OD = 4,227 SQ.FT. LOT AREA CALCULATIONS R/W 1,500 SQ.FT. APRON = 114 SQ.Ff. SIDEWALK - 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA EA = 8,700SQ. DRIVEWAY - 519 SQ.FT. SIDEWALK - 377 SQ.FT. SOD 4,473 SQ.FT. VJ"DHAM PRESERVE - LOT 116 PLOT PLAN CENTER PCP N13F43'10'E_ 290 75' LINE — FLICKER COVE 50' RIGHT—OF—WAY PRIVATE ROAD) __•__ __•__ PROPOSED 5' 1 CONC SIDEWALK N89'4:1 '' 6d QO': o 10, U71L17•y gyp v v EASEMENT (P 1 C; PROPOSED 10.5' 16.0'' CONC WALK 0.5' 20.0 M ro 13.3 o r) i N 7.0' A/C PAD 5.7 r`r-r...., `""' '"` LIMIE D.ADUSSD-Access/Dm a GoesLB -Licensed usiness e ag / /Sidewalk BFP-Bockfiow Preventer Sight Distance Easement S -Survey PRM-Permanent Ref. Monument R -Reported PCP-Permonent Control Point D -Description FP&L-Florida Power & Light P -Plot FFE -Finish Floor ElevaUon D. .-Deed Book H-Water Meter O.R.-afficia ecords Book DO -Water Volvo P.B.-Plot. Bk V Flro Hydrant Pg.-Page it: RC® -Reclaimed Water Meter Dev.-Devaua, RICD4-Reclaimed Water Valve Cone.-Concrnp BP Brick P_ Cable Box SW-Sidewol or M-Telephone Box Oect is Box FFE -Finish Floor Devotion 0-Electric Pole 6O-Curb ,,f, Inlet Guy Pole Gists :kaP P.U.E.-Public•&tllity Easement Light Pole t--Guy Anchor RCP-Reinfolted Conc. Pipe OIJ--Overhead UUTitles PVC=PolyvinA Chloride Storm Sewer Manhole NCS-No Carrier Set (Falb in Water) , m-Son'stary Sewer Manhole SF -Square 7eet 4Wo -Electric Handhole D.U.E.-Drainage U1:111 Easement Coo -Clean Out FMGD-MAG NIC &DISK XV04-Irrigation Control Volvo P.K.-Parkerll(olon Nail p -Sign SIR -Set 112' Iron Rod LB7768 WOO -Gate Water Volvo SPKD-Set P.IC & Disk LB7768 lk-Cos MeterFIR -Found ;1/2' Iron Rod LWn68 31. -Existing Grade F1P-Found .i/2' Iron Pipe LB7768 Cl-Blow-otf Valve FPKD-Found P.K. Nail &Disk LB7768 ems -Drainage Flow Direction FCM-Found 4'x4' Concrete Proposed Design Grade Monument PRM L97778 As-Built/ExlsUn GradNote:.Some items in above leaen may not be aao ieableg Date No. PROPOSED 1 STORY RESIDENCE 2645 FLICKER COVE 1827 FIREFLY ELEVATION - U GARAGE - RIGHT FFE= 30.1 39.0 10.5' 14.5 14.2 PATIO c 10.0 J t N LOT 116 1 AREA = 7,200 S.F. t N sotrm 8041=4w UNE OF LOT 48 60.00' S89 REMAINDER OF LOT 13 PALMER'S SUBDIVISION PLAT BOOK 2. PAGE 41 BUiO MXKG 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. SURVEYOR'S NOTES: 1. Current title information on the subject properly had not been furnished to GeoPoxd Swve/rrg, Inc. at the time of this plot plan. 2. Roods, walks. and other similar items shorn hereon were taken from engineering ploys .and are subject to survey. 3. Elovatioro drown hereon are in feet and are referenced to the NAMONAL GEODETIC VDWAI DATUM OF 1929 (NWM). 4. Proposed grades & Tinshed floor elevations shown hereon am from the construction plan for 'WYNDHAM PRESERVE', City of Sanford Seminole County. Florida. S. This Plot Plan is wbW to matters shown on the construction plans for "WYNDHAM PRESERVE. City of Sanford Seminole County, Florida. S. Proposed information shown based on proposed/ suppled plan and/or instructions per client (not field verified) WIEL j hes D. Leviner' 011 ••tl`'- LS6915ORIGAPROFESSIDIKSURVEYOR & MAPPER NO. NOT VALID WRHOUT THE SIGNATURE AND THE ORIGINAL. V O H LOT 117 c I n 1s 4 _ w- gP t00 ra5o ZONI - DATE Ok to construct single family home with setbacks and impervious area shown on plan. W-310 r,^p. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C-0755H. in Flood Zone Y DESCRIPTION: LOT 116, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 77W GeoPoint' Surveying, ,Inc. Drown. JE I Checked. JDL I P.C.: Data Filer Date:01/20/18 Dwg:W -tAll8 Order No.: ^' SEC. 17 - TWIN. 20 S. - RNG. 31 E. Field Bk: .-------- RECORD COPY i-L IL VC='ELCCTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS INEC 2011-220.82(C)(31-(4)) ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR cQ 100% TOTAL LOAD FOR AIR HANDLER [J 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2011 - 220.821BUD (411 CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4 99 KVA 10.39 KVA LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5.73 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER J DING 1.20 1.20 KVA I DISPOSAL(I) 0 0.80 0.80 KVA 0 0 DISPOSAL(2) RANGE/OVEN(1) D 0.80 7.20gpNfR 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 9FPA 7.20 SUMMER KITCHENUENAIR GAS 1.50 1 MICROWAVE CIRCUIT c O 2.50 KVA 0 JACUZZI TUB CIRCUIT 1 20.5500 40 AMP CAR CHARGER # 1 p 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 1440 0 80AMP POOL CIRCUIT 1920 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER ( GENERAL LOADS) (@ 40% 10.49 KVA SUBTOTAL ( GENERAL LOADS) (NEC 2011 - 220.82(B)) 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(A)1 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE .150.. AMPS' 1 Lumber detign values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1 RECORD COPY MiTek® RE: W P0116 - W P0116 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W PO116 Model: 1827 Tampa, FL 33610 4115 Lot/Block: 116 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria 8r Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 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 17 individual, dated 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# I Truss Name I Date 1 1 T13030976 1 A01 1/23/18 1 12 1 T130309771 A02 1 1/23/18 1 13 I T13030978 I A03 1 1 /23/18 1 14 I T13030979 I A04 1 1/23/18 1 15 IT13030980 A05 _ 1/23/18 6 IT1303098IIA06 1/23/18 7 IT13030982IA07 1/23/18 18 I T130309831 A08 1 1/23/18 19 I T13030984 I A09 1 1/23/18 1 10 IT13030985JAlO 1/23/18 11 1 T13030986 1 B01 1/23/18 12 IT130309871BO2 1/23/18 13 IT130309881CJ1 1/23/18 14 IT130309891CJ3 1/23/18 15 1 T13030990 1 CJ5 1/23/18 16 IT13030991JEJ7 1/23/18 17 1 T13030992 1 HJ7 1/23/18 n pARTN 1a- 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. 125 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 ANSIrrPI 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. NdoS • '97i'i 39380 9 S TE OF '•W 0 R 1 V N 4, /ONAI-E 0% 1j111111110%% Thomas A Albanl PE No.39380 MITek USA. Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 23,2018 Albani, Thomas I of 1 Job Truss Truss Type City Ply WP0116 A01 HIP GIRDER 12 011116T13030978 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.1 su s Sep 115 zui r Mi t ex industries, Mr. t ue Jan 23 Iz;1 o;av csi to rage r ID:rbOYL3Jo1 CVt Ut FgSJd63xypdA?-MPOZNOAyC21DuHFOPm?KhkVN9133go7_ualkJWzsTrd t•0.0 4.2.6 7.0-0 1 13.3.14 19.6 0 i 25.8.2 32.0.0 1 34.9.10 39.0.0 qo 0 i•0.0 4-2.6 2-9 10 6 3 14 6 2.2 6 2-2 A 14 2.9.10 a•2.6 o D 5.00 rl2 14S- 20 II 3x8 3XIS = 3 = Sx6 = 4 20 21 5 22 23 6 724 25 26 8 27 28 9 Scale = 1:66.8 PAP1-1.1la, P th Im 1 12 4x6 = 19 29 30 18 17 31 32 16 33 34 35 36 15 14 37 38 13 4x6 = Sx8 = 6xe = 2x4 11 Sx8 = 2x4 I I . = Sx8 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) -0.49 16 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(fL) -1.14 16 >405 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.73 HOrz(TL) 0.20 11 nfa rl/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 441 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.0.8 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=2942/0.8-0, 11=2941/0.8-0 Max Horz 2=46(LC 12) Max Uplift 2=-983(LC 4), 11-983(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-6640/2219, 3-4=-6621/2247, 4-5- 6209/2126, 5.7-10532/3593, 7.8=-10532/3593, B-9=520612124, 9-10=-6618/2245, 10.11=-6636/2217 BOT CHORD 2-19=-1974/6017, 17-19=-3165/9503, 16-17=-3165/9503, 15.16=-3163/9496, 13.15=-316319496,11.13-1982/6014 WEBS 3.19=-139/263,4-19=-531/1999,5-19=-3669/1256,5-17=0/527,5-16=-373/1169, 7.16=-683/426, 8.16=-378/1177, 8-15=0/527, 8.13=-3664/1253, 9.13= 530/1996, 10-13=-140/264 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4. 1 row at 0.7-0 oc. Bottom chords connected as follows; 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows; 20 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psl; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 2=983, 11=983. Thomas A. Alberti PE No.E9380 WTsk USA, Inc. FL Cliff 66U M Parka East Blvd. Tampa FL 33510 Date: January 23,2018 Q WARNWG . Valy daalen panmeran and READ NOTES ON TM ANDWCLUDED WYEK REFERANCE PAGE Ala-7473 rev. 149=15 BEFORE USE Design vdkl lot use only vAlh WOO connectors. 0* design Is bawd only upon paianeters shown. and Is for an IndNildual building component, not o hri5s system. Before wo, the building dosigim must vodly the aWlec"Ify of design paanotors and pwpnly Inconwiate nits design Into the overall brldtrng design. Bracing Irxlicolod Is to pevent buckling of IndlAdud truss web ond/a choid members only. Acknonal lempolafy and permanent aaCing Welk' Is o1wovs required for skitAlty and to prevent cdlcylse with possmle personal Injury and property danoge. For geneid grlrlance fegading me storoge. delivery. mocilon and biootrng of ftusses and Miss systems. sdcANSIMI I Quality C41erlo, DSa-89 and 8C51 Building component 6ao4 Parke East Blvd.IdxlC0110M solely lrrronnallan owAWe eom huss Plate tinsllMe. 218 N. Lee Street, Sulto 312. AlexaWdo. VA 22314. Tanya. FL 33610 Job Truss Truss Type Oty Ply WP0116 T13030976 W P0116 A01 HIP GIRDER 1 2 Job Reference o Uonal Bunoers rustbource, I amps, martr ',try, none aoa00 0• w . nor , •,, • -' -- - - - -- -"" -o- - ID:rbOYL3Jo1CV1 Ut FgSJd63xypdA?-gbxxakBayMu3VRgayTWZEy2YO9PIZFN77Edlsy7sTrc NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203lb down and 203 lb up at 7-0-0, 105 lb down and 107 lb up at 9.0-12, 105 lb down and 107 lb up at 11.0.12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0-12, 1051b down and 107 Ib up at 19.0.12, 105 lb down and 107 lbup at 19.11.4, 105 lb down and 107 lb up at 21-11-4, 105 lb down and 107 lb up at 23-11-4, 105 lb down and 107 Ib up at 25-11-4, 105 lb down and 107 lb up at 27.11.4, and 105 Ib down and 107 Ib up at 29.11.4, and 203 Ib down and 203 Ib up at 32-0-0 on top chord, and 317 lb down and 109 Ib up al 7-0.0, 81 lb down at 9-0-12, 81 Ib down at 11.0-12, 81 lb down at 130.12, 81 lb down at 15-0.12, 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 19.11.4, 81 lb down at 21-11-4, 81 lb down at 23.11-4, 81 lb down at 25-11.4, 81 lb down at 27-11-4, and 81 lb down at 29-11.4, and 317 lb down and 109 lb up at 31-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-9=-54, 9-12= 54, 2-11=-20 Concentrated Loads (lb) Vert: 4=-156(B)6=-105(B)9= 156(B)19_ 317(B)5=-105(B)17=-58(B)15= 58(B)8— 105(B)13_ 317(B)20=-105(B)21=-105(B)22= 105(B)23=-105(B) 24=- 105(B)25=-105(B)26=-105(8)27— 105(8)28=-105(B)29=-58(B)30=-58(B)31— 58(B)32=-58(B)33— 58(B)34=-58(B)35=-58(8)36— 58(B)37=-58(B) 38=- 58(B) j& WARNWG . Vartr7 deOgn pwanrofare and READ NOTES ON THIS AND WCLUDEDWMK REFERANCE PAGE M1167473 mv. 18e3RBt6 BEFORE USE Design valid for use only wllh fWlek®conneClors fhfs dew Is based only ur in parameters atwwn. and Is for an individual albuilding component. not a truss system. Before use. the bxDalng designer must ve41y the cylp0cabllty of design paanotcrs and grope" bncogporato Ihb doslpn Into the overall building design ®acing indicated Is to Imevenl buckling of individual puss web and/a chord members only. Additional lomMmy and permanent Ix I ng MiTek' is always pea ijkod lot stability and to prevent collapse wllh possiNo personal V4" and 1)10vortY damage. For general guidance regadng Oe fabrication storage. delivery, erection and bracing of trusses and truss systems. seeANSVM I Quality Criteria, DSB-89 and BCSI Building Component 6904 Perko East Blvd. Safety Wormallon a vaDalplo nom buss Plato OnsOtule, 218 N. toe Street. Suite 312. Alexandto. VA 22314. Torrpa. FL 33610 Job Truss Truss Type Oty Ply WP0116 A02 Hip 1 1 01116T13030977 Relerellte o Lionel ounoers rasraoume, r ampa, nnnr vrry, Hunan aaaoo I I Sx6 = 5.00 rl2 4 398 = 3x6 = 2x4 II 5 6 7 5x8 = 8 Scale = 1:67.2 2x4 2x4 i 3 8 2 10 3x6 = 17 16 15 US = 34 MT20HS = ar4 11 14 13 12 Sx8 = 4x6 = 3x4 = 11 Id 3x6 = 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 YES Code FBC20141TP12007 CSI. TC 0.85 BC 0.99 WB 0.75 Matrix-SH DEFL. Ven(LL) Veri(TL) Horz(TL) in Qoc) Well Lid 0.34 14-15 >999 240 0.84 14-15 >548 180 0.23 10 rlla n/a PLATES MT20 MT20HS Weight: 190lb GRIP 244/190 187/143 FT = 20919 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpl 5-17 WEBS 20 SP No.3 REACTIONS. Qb/size) 2=1490/0.8-0, 10=1490/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-411(LC 8), 10=-411(LC 9) FORCES. Qb) - Max. Comp./Max Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3= 3008/1786, 3.4_ 2802/1628, 4-5- 2576/1566, 5-7_ 3527/2115, 7.8=-3527/2115, 8-9=-2802/1628,9-10=-3009/1787 BOT CHORD 2-17=-1520/2707, 15.17=-1867/3526, 14.15=-1867/3526, 12-14_ 1307/2555, 10.12=-15372708 WEBS 3.17=- 181253, 4-17=-358l765, 5.17- 11701634, 5-15=0261, 7-14=-397/344, 8-14=-643/ 1191,8-12=-56/353, 9.12=-183254 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vt11t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=1511, Cat. 11; Exp C; End., GCpl=0.18; MW FRS (envelope) and C-C Exlerlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=Ib) 2=411, 10= 411. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Thomas A. Albani PE No.M80 MiTek USA, Inc. FL Cen 66U SM Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 0 WARNWO - Vadly deagn p4rametoe end READ NOTES ON TM ANDWCLUDED MrrEK REFERANCE PAGE NOh7473 m. iti "0/6 BEFORE USE. Deslgn valld for t>se only vAth MtlekV conractors. lhh design Is basod only L4M poamefea shown. and Is lot an IndlvkW btAdhlp component. not a huts system. Before tao, the txOdhg designer mint verity the al)rAlcobllty of design pwarnefers and proporiy Incorporate fhb doslgn Into tho overall txOding design. Bache Indkated h to prevent bucOV of IndlMucid hues web and/or chord members only. AdWtkxxsl temporary a cl pomaant bracing MiTek' b always required to stabalty and to prevent congrse vAth fxxallle porsornal IrW and property damage. rot general guidance iogading the fafxkollm slotogo. dollvery. erection and bracing of Inures and truss systems mANSVMI I Quality Criferto, DSS-a9 and SCSI Building Component 6904 Parke East Blvd Safely Information ovdlable hen Irtas Rate InstlMe. 218 N. lee Sheet. Stile 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13030978 W P0116 A03 Hip 1 1 IWPO` 1116 Job Reference (optional) Builders Firstsource, Tempe, Plant City, Florida 33555 V.1 ju s bep 1, zu1 i Mi i sic industries. inc. o us dan 23 rz:ro:or cvio rage i ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-n_3i?ODgUz8nll_y4uY1 JN77jy5H 19JOaY60wrzsTre 11O2S2.84.0 I 28.0.0 ! 332.2 39.000068.0 .14 1.0050. 0 Si100 5. .144 5. 00 gf- je Sx6 WB= 34 = 30 = 3x6 = 30 = SxS = 30 = 3x8 = 596 WB= Scale = 1:66.9 5. 9.14 i5914 P11. 0 0 + S2. 2 18 tl 0 8. 6-0 Ltl V u 8- 6-0 I Tr L•L argil S2. 2 S9.14 Plate Offsets (X Y)-- 12:0-3-0 0.1-81 14:0-3.0 0-2-41 18:0-3-0 0.2.41,110:0-3-0,0-1-8] LOADING ( psl) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.32 2.16 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Ven(TL) 0.88 2-16 521 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 10 Wa rlla BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 190lb FT = 2016 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.t 'Except' 13. 15: 20 SP No.2 WEBS 20SPNo.3 OTHERS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7.13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. REACTIONS. ( lb/size) 2=1490 0.8-0, 10=1490/0-8-0 Max Horz 2=70(LC 12) Max Uplift 2= 391(LC 8), 10=-391(LC 9) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1802, 3.4=-2659/1565, 4.5=-2422/1508, 5-7=-2926/1793, 7.8=-2422/1508, 8- 9_ 2659/1565,9-10=-2982/1802 BOT CHORD 2-16=-1531/2690, 14.16=-1509/2883, 12-14=-151112883, 10-12=-1544/2690 WEBS 3-16=-327/379, 4-16= 353r/35, 5-16=-703/396, 7.12= 703/396, 8-12=-353r735, 9. 12=-327/378 NOTES ( 7) 1) Unbalanced roof live loads Have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psl; BCDL=3.Opsl; h=1511; Cat. II; Exp C; End., GCpI= 0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom Chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=1b) 2= 391, 10=391. 7) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.36380 MITsk USA, Inc. FL Csff 6634 6904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Verify design pwamerao and READ NOTES ON ran AND INCLUDED MfrEK REFERANCE PAGE U1167473 fey. ilrtUMIS BEFORE USE Design, valid foi use only vAm ANIek® connectors. Rih design Is based orgy upon paanetors shown. and b pot an Individual btAding Component not a htss system. Betoie tau. the LxAdrlg dealpnet mull verify the apdksatAlty of design paanoters and property Incorporate alb design Into the ovoid, bwdhtg design. Biasing hndicatod Is to buckling of Individual truss web ad/or chord members orgy Adc911onal temporary and pert merit txocbV WOW gxeventis always iocitliod lot slotAl fy ad to gevenl collapse wllh posdNo porsotol hYisy ad Ixopetty damage. for general guidanco ieWding the fatMcatim storage. dollvery. erection cxxs biochng of fnnses and truss sysloms, soeANSI/TPI I Quality Criteria, DS111-49 and BCSI Building Component 6904 Parke Ease Blvd. Safety Information available horn htm Plate Institute. 218 N. Lee Shoot, Suite 312. Alexanddo. VA 22314. Tarrpa. Fl. 33610 Job Truss Truss Type Oy Ply W P0116 T13030979 WPOI16 A04 Hip 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant Cry, Florida 33566 Sx6 = 3x4 = 3x6 = 6.130 S Sep 15 2017 MI I ek industries, Inc. I ue Jan 23 12:16:58 2018 ID:rbOYL3Jo1CV1U1FdSJd63xypdA?-FAd4DMDSFHGeMuZ9ec3Gsag6AMS?mjiapCry: 2x4 11 Sx6 = 3x6 = 3x4 = Scale = 1:67.2 3M = LOADING (psl) SPACING- 2-0-0 CS1, DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(L-) 0.29 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) 0.68 10-12 >676 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.17 8 rVa rVa BCDL 10.0 Code FBC2014lTP12007 Malrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No. t Except' BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. 11-13: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0, 8=1490/0.8.0 Max Horz 2=-81(LC 13) Max Uplift 2=-371(LC 8), 8=-371(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/1780, 3-4=-2720/1661, 4-5— 254511628. 5.6-2545/1628, 6-7-2720/1661, 7.8-2969/1780 BOT CHORD 2-14-1501/2670, 12-14=-1113/2206, 10.12=-1116/2206, 8-10=-1511267D WEBS 3-14=-328/389, 4.14= 263/537, 4-12-220/581, 5-12=-399/339, 6.12-220/581, 6.10=-263/537, 7- 10=-328/389 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.0psf; h=15ft; Cat. 11; Exp C; EnG., GCp1=0.18; MW FRS ( envelope) and C-C Exterlor(2) zone.C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl wish 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 3.8-0 tall by 2.0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.0ps1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=371, 8=371. 7) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No. E M MiTsk USA, Inc. FL Carl 61111 6904 Parks East Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNING. VaBy d*sren puemer*rs and READ NOTES ON THIS AND INCLUDED AMTK REFERANCE PAGE 4UF7473 r*N. lay MIS BEFORE USE. Damon vaikJ to use only vAlh Mllek®conneclom Rib design Is based orgy upon parameters shown. and h to at Individual buMing component. not a hies syslem. Beloo use, the bAdng doygnar initial verity the aWscabally of design Ixsamolers ad goperiy hcox)rolo anK design into the ovooail brAdng doslgn. ®ocing indicated Is to txovoll buckling of IndNkhu4 huss web and/of Chord members orgy. Addlbna l temporary and pemnanonl bachlg Welk' Is always reciubod for staba0y and to pevenl cdlarze vAth possible personal tnksy and property damage. too penal gt/dance rogadng the laixk;alkm, sloage. delivery, ooaction and bracing of trusses and Inns systems, woANSI/iPi I Quality Criteria. DSB-89 and BCSI Building Component 6904 Park* East BNd Sauey Information available ham buss Plato Imiltute, 218 N. Lee Sleet, Suite 312. Alexandria. VA 22314. Tompe. FL 33610 Job Truss Truss Type Oty Ply T13030980 WP0116 A05 Hip 1 JWP01161 Job Reference (optional) Builders FiFSISource, Tampa, Plant City, Florida 33566 8,Q0 s Sep 10 2v17 Mn ex mousmes, Mr. rue den as i 2; to;aa cv ra r ID:rbOYL3Jo1CV1UtFgSJd63xypdA?-INBS06E40bOV 28LBJaVOoDFamIRV71j2sbV? Scale = 1:68.3 5.00 f 12 5x6 = 2x4 II Sx6 = 30 = US = 3x8 = 3x6 = 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) 0.32 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Ven(TL) 0.70 14.16 >658 160 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(fL) 0.17 10 We rl/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. 13-15: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/D-8-0, 10=149010.8-0 Max Horz 2=93( LC 16) Max Uplift 2-369( LC 12), 10=-369(LC 13) FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2981/1797, 3-5=-2738/1724, 5-6=-2184/1457, 6-7-2184/1457, 7-9-2738/1724, 9.10=-2981/1797 BOT CHORD 2-16=- 1514/'2667, 1a-16=-1012nO38, 12-14=-1014/2038, 10.12-1524/2667 WEBS 3-16=-382/ 447, 5.16=-403/670, 5.14=-80/420, 6-14-250/187, 7-14— 80/420, 7-12=-4D3/670, 9.12=-383/447 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsi; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opst. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=369, 10=369. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Aibani PE No.3= MITek USA, Inc. FL Can 6634 6904 Parke Ead Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. Vertty doslpn parameters and READ NOTES ON TM AND INCLUDED AVrEK REFERANCE PAGE W7473 rev. 104 MIS BEFORE USE Design valid For use only vAlh Mllek® connectors. IhE design Is lased only upon Parameters shown, and Is for an Individual buldEnp component, not a hue system. Before use. the b uUcIr ig designef must verily the applk:abllry of design parameters and properly kworporolo fhb doslOn Into the overall bxlldbng design. BockV Inchcoled Is to prevent b ucldtrng of hndlvkloai Irus web and/or chord members orgy. Addlbc rtal temporary and permanent bocbtp WOW Is oFways ie"od for stability and to prevent collapse with pouble personal knMy and property damage. For gorwral gtklatce regatdhng Ow fabrlCUtbn storage. delivery. CHtctlon and bradrrj of torsos and truss systemss, seeANWWI l Cuaaly Criteria. 031111-89 and BC51 Building Component 6904 Parke East Blvd Sciely information avcJk*Ae Dom buss Rate institute. 218 N. bee Sheep. SUlto 312, AlexarKMO, VA 22314. Tonne. FL 33610 Job Truss Truss Type Oty Ply T13030981 W POI 16 A06 Hip 1 1 IWPOI16JobReference (optional) Builders FirslSource. Tampa, Plant City, Florida 33565 8J3V s aep 10 ZV 11 MI I BR MOUS1IIe3. ne;. 1 we Jai" cJ ic., r.w 4 w rag. . ID:rbOYL3Jo1 CV 1 U1 FgSJd63xypdA7-BZlgeRFinuWMcCiX115kx?lTzA7xEaOsHW K3XAzsTrX 1.0 8 0 9 /3.4 4 /7-0.0 19.6.0 22.0.0 25.7.12 27.5.E 30-11.7 10.13 39.0 0 40.0 0 8 0 9 5 3.11 3 7-12 2-6 0 2.6 0 3 7.12 1.9 10 3-61 t-11 6 6 1.3 1.0 5.00 i 12 SX8 = 3X8 11 5X8 = 3X6 4X6 = 30 = 16 US = 3x4 = 4X6 = Scale a 1:68.1 3 16, LOADING (psi) SPACING- 2.0.0 CS1. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.29 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(fL) 0.75 12-14 >609 18D BCLL 0.0 Rep Stress Incr YES WS 0.49 Horz(TL) 0.17 12 Na rt/a BCDL 10.0 Code FBC2014fTP12007 Maldx-SH Weight: 191 lb FT = 2006 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 6.8: 2x6 SP M 26, 1-4,10.13: 2x4 SP No.l BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpi 5-16, 9.16 15-17: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490 0.8-0, 12=1490/D-8-0 Max Horz 2=-104(LC 13) Max Uplift 2- 383(LC 12), 12=-383(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2935/1795, 3-5=-2698/1712, 5.6=-1919/1302, 6.7=-1749/1239, 7-8=-1749/1239, 8.9=-1919/1302,9-11_2698/1712, 11-12=-2935/1795 BOT CHORD 2-18=-1505/2637, 16-18=-11252166, 14-16_ 1128/2166, 12-14=-15152637 WEBS 3.18=-356/404, 5-18=-311/567, 5-16=-584/438, 9.16- 584/438, 9.14=-311/567, 11-14=-356/404,7-16=-529/899 NOTES- (7) 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.Ops1; h=1511; Cat. II; Exp Q Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except 061b) 2=383, 12=383. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39390 Wall USA, Inc. FL Carl 6634 69M Parke East Blvd. Tampa FL 33610 Dab: January 23,2018 0 WARNING • VMIr desryn permavni errd READ NOTES ON TM AND rNCLUDED AVMK REFERANCE PAGE MO-7473 rev. it &MIS BEFORE USE. Design Wk1 for use only vAm Mlek® connectors. It& design b based only trporl paamelers showf'k and b re; an IndUduaf bulding component. not a inas system. Below use. the IxBalng designer must verily the applicability of design paaanetors and poporiy Incorporate mb design Into the overall IxAldng design. Racing kx9calod Is, to prevent bucMhug of Individual truss web and/or chord members only. Addllonal tomperary and permanent baciing M iTek' Is always reciiOed for stdAlty and to proven) collapse with possible personal atluy arxl lroperty damage. For general guidance iogaidlg mo fabrication storage, dMNory. erection and bracing of Insssos and firm systarm weANSVMI I QWUPV Criteria. DS111-89 and BCS1 auMhg Component 6904 Parke East Blvd. Safely mformanon ovdlaMe Dom Ir,m Rate tmtllute. 218 N. Leo Street. Sato 312. aexax111a. VA 22314. Tempo, FL 33610 Job Truss Truss Type Oty Ply T13030982 WPp116 A07 Hip 1 1 IWPOI16JobReference (optional) Builders FtrSlSoume, Tamps, Plant Grry, Monde 33bub a. tau s aeP i5 zo i 7 mr r UK mue ip lvD, 116. 1 my va" LJ Ic. 1 r -1 cv 1 a .-aye . ID:rbOYL3Jo1CV1 U1 FgSJd63xypdA7-IIJCrrtGLYCeDDMHkJkdzTDIcSZTAzyUOVA4c3czsTrW 200.0 e•o•e 13•d•4 19.00 , 25-7•12 3D,1•e 39.0.0 4 1• 64e S3•,1 S7.12 5-7.12 5•311 8.0•e 1.00 0•bo Scale = 1:67.9 F1J-KI 3x6 II 3x6 = 3x6 = 6.00 P2 679 4x6 = 30 = 3x8 = 30 = 4xS = 1016.5 19-00 20." 1p8.0 2bS11 39.00 10b5 i bStlV4QI bStt 1056 OE-0 Plate Offsets (x Y)-- 2:0-3-0 0-1-8) 16:0-3-0 0.2-4) (8•0-3-o 0-2-41 112:0-3-0 D-1.81 LOADING (psi) SPACING- 2-0.0 CS1. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Verl(LL) 0.26 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(TL) 0.74 2-18 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 12 rVa n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-SH Weight: 189 lb FT = 2096 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,10.13: 2x4 SP No.l BOT CHORD Rigid ceiling directly applied or 4.9-9 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 5-16, 9-16 15-17: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0.8.0, 12=1490/0-8.0 Max Horz 2=-116(LC 17) Max Uplift 2=-396(LC 12), 12=-396(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2927/1809, 3.5=-2698/1733, 5.6_ 1894/1302, 6.7_ 1692/1261, 7.8_ 1692/1261, B-9=-1894/1302, 9-11=-2698/1733, 11-12- 2927/1809 BOT CHORD 2-18=-1517/2628, 16.18=-1164/2188, 14-16=-1167/2188, 12-14=-1527/2628 WEBS 3.18_ 330/377, 5-18=-287/551, 5-16=-690/546, 9-16=-690/546, 9.14= 287/551, 11-14_ 330/377, 7-16=-675/1063 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcui rent 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wilhstanding 100lb uplift at joint(s) except 01=lb) 2=396, 12=396. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Cart 6034 11804 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - VwW der/an penunsfan end READ NOTES ON TNS AND INCLUDED MREK REFERANCE PAGE U467473 rev. I81013R01S BEFORE USE Design valkl lot use only vlth Mllekl9 connectors. Bls design Is based orgy ut»n pmameters slwwn. and a for an individual buldhg component, not o Ofyinassystem. Boloro uso, the building designer rntat verify the aWiccit of design pwcrnetors and ptopotly Incorpaote this doslpn Into the ovorall Ixdding design. 9acing Irdlcalod Is to p,oveni buckling of Individual truss web and/cm chord numbers only. Additional temporary and permanent brochlg MiTek' Is always roctulrod for stability and to pioveni colk7rso wtlh po3sM personal "and property damage. For gonoral gtldalce regarding the faixicatbrt, storage. deMery, otoctlon arxf brocing of trues arxl law systems, seeANSIALWI Cutdlfy Cdleft. DSB-e9 and aCSI Building Component 6904 Parke East Blvd. Safety information avc0arAe from ]run Plate Inslitute. 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type City Ply WP0116 T13030983 W P0116 A08 Common 13 1 Job Reference o Lionel Builders FirstSource, Tampa, Plant Gity, Horlda 33bb6 n.lou s aep ICr CV mr r tlR IIIV VSUItliI, IIR:. 1 Vtl Jtl11 cJ Ic. 1 r.w cv Iv rvyv . ID:rbOYL3Jo1CV1U1FgSJd63xypdA7-b8OzGTHb4puxTgR609fRZeNxPNkRrOJzUZIBUzsTrU 15338 196-.0 65.17..1111 3531-18 1 39.0.0 0 611 a 18415 Sx6 = 5. 00 j 12 4x6 = 3x8 = 3x4 = 3k4 = 4x6 = Scale . 1:65.7 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 FBC2014frP12007 CSI. TC 0.87 BC 0.85 WB 0.88 Matrix- SH DEFL. Ved( LL) Vert( TL) Horz( L) In ( loc) Well Ud 0. 26 10.12 >999 240 0. 74 10-12 >622 180 0. 17 10 We rVa PLATES GRIP MT20 2441190 Weight: 190lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1- 4,8.11: 20 SP No.I BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. BOT CHORD 20 SP No.t 'Except' WEBS 1 Row at midpl 7-14, 5-14 13- 15: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1490/08.0, 10=1490/0411-0 Max Harz 2=-119(LC 13) Max Uplift 2=-399(LC 12), 10=-399(LC 13) FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 2941/1812, 3.5=•2697/1739, 5.6=-1892/1307, 6.7=-1892/1307, 7-9=-2697/1739, 9- 10=-2941/1812 BOT CHORD 2.16=-1519/2625, 14-16=-1172/2191, 12-14=-1175/2191, 10.12— 1528/2625 WEBS 6.14=-693/1080, 7.14=-699/559, 7-12=-285/549, 9-12=-328/372, 5-14=-699/559, 5. 16=-285/549,3-16=-328/372 NOTES- ( 6) 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=3.0ps1; h=15fl; Cat. 11; Exp C; End., GCpi- 0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2= 399, 10=399. 6) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Coil OU 6904 Parka Ent Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Verily design pammeton end READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE Ma-7R7 rev. 100MIS BEFORE USE Design vdkl for use only vim lvalek® connectors. 0* ck--JW is based orgy upon paaameiois shown. and Is for an Itdvldual hukfltg component. not a htis system. Before uso, mo tx&*V dealpnei mint verify the appll0c80lity of design paameton arid pioporly Incorporate it* design Into the overall txOdRng design. Bracing Indlcafod Is to prevent bucaing of IndNkAKd inns web a1d/or chord members orgy. Addflonal tempoRay and permanent txocing M iTek' Is always required for stabUlty and to pevent collapse wllh p osatle persorld I ivay and pmpohy damage. For general guidance regadrlg Rw klxlaoflon, storage. dollvory. erectlon and Ixacklg of trusses and Iniss systems, wOANSI/1RI Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd safety Wormallon ovdlable horn Iris Rafe institute. 218 N. toe Sheol. Stile 312, Alexandr/o, VA 22314. Torrpo. FL 33610 Job Truss Truss Type Ory Ply T13030984 W P0116 A09 Common I 6 1I IWPOI16JobReference (optional) Builders FlrsiSOurce, Tampa, Plant City, Florida 33566 d.tsu soup 10cut r mr r uK mawures, ntc. r uv der, w .... r.vv cv.o ray. . ID: rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-0165uVKTNkGW K7Ah6HCBAG?YKeHSeHvAfSnNlpzsTrR 1. 0- 6.914 13.0.0 19.60 26.0.0 32.2.2 39.0.0 0.0- 0- 6.9.14 5-2-2 6 1 0 6.6-0 6.2-2 6 9.14 -0 Scale a 1:65.7 Sx6 = 5. 00 FIT 34 = 6x8 - 30 = 30 = 3x6 = LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) 0.05 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 V@n(TL) 0.14 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 203lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpl 6-15, 7.15, 5-15 REACTIONS. All bearings 0.8.0. lb) - Max Harz 2=-119(LC 17) Max Uplift All uplift 100lb or less at joints) except 2=-116(LC 12), 15=-429(LC 13), 16=-240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10= 583(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten.. All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=402/186, 3.5- 130/447, 5.6-160/594, 6.7_ 161/595, 9.10-819/453 BOT CHORD 2-18=-110/308, 16-18-110/308, 15.16=-353/391, 12.14=-301/689, 10.12-301/689 WEBS 6-15=-732/422, 7-15=-772/587, 7-14-153 438, 9.14=-613/467, 9.12--w73, 5- 15=-2381251, 5-16-355/174, 3.16=-629/477, 3.18--W274 NOTES- ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mphh; TCDL=4.2psi: BCDL=3.0psf; h=1511; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 116 lb uplift at joint 2,429 lb uplift at joint 15,240 lb uplift at joint 16 and 187 lb uplift at joint 10. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.393110 MiTO USA, Inc. FL Cart 6634 6901 Parke East Blvd. Tampa FL 33610 Data: January 23,2018 0 WARNWO • Yarn deogn parameter and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE rp9.7473 rev. raomr6 BEFORE USE Design vrikl Ia use orgy vAth DAlek®connoclors. M lesion h based only ul»n patamelers shown, and h for On MK4duCd balding component. not a buss system. Below too. the building doslgnar mint vedty the c4olcoU9lty of doLps paranalea attd Ixofxlrly Drcorporalo Itch design Into the ovortll btBdhV doslgn. Bracing Indicated Is to provenl buckling of Individual buss web aril/or chard members orgy. Addllor" temporary and pairrwnont txOCkV WOW b always teat6ed km stability and to ptovent collalxo vAlh possMe personal kW and properly damago. For general guldanco rogading the klxicatlon. stotago, delivery. erection and bracing of busses and truss systems weANSVTPI I Quality Crlterb. 055-09 and BCS1 BuBdbsp Component 6904 Parke East Blvd. Salary, information ovmable Dom Truss Plato bnstlMe. 218 N. too Sheef. Sulle 312. Alexoa9la. VA 22314. Tonpe. FL 33610 Job Truss Truss Type Oty Ply T13030985 W P0116 A10 GABLE 1 1 IWPOI16JobReference (optional) uumersmrstsource,iampa. ream1,rry,rronoao0000 D. ,ov.voy, Gv ,,.,,,o.....,.,.Va. ..— ..o IF ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA7-y5EsJALkvMW DZRK4DiFcGh5rZOrz6F126mGUpizsTrP 1.0 B•0.15 134-5 19.6.0 25.7.11 3011.1 39.0-0 0-0 0• 8.0.15 5 3.6 6.1.11 6.1-11 5 3.6 8 0 15 0 Scale - 1.68 6 5x6 = 5.00 rl2 24 23 22 21 20 19 18 40 1645 15 14 30 = 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Verl(LL) -0.24 10.12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 10.12 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 10 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 267 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9.4 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing, Except: WEBS 20 SP No.3 10-0-0 oc bracing: 12-14,10-12. OTHERS 20 SP No.3 WEBS 1 Row at midpt 6.14, 7-14, 5.14 REACTIONS. All bearings 19-4-8 except Qt=length) 10=0-8.0. Ib) - Max Horz 2=-119(LC 13) Max Uplilt All uplift 100 lbor less at joint(s) 2, 23, 24 except 14=411(LC 13), 20=-278(LC 12), 15=-111(LC 18), 10=• 191(LC 13) Max Grav All reactions 250 lb or less at joints) 2, 16, 17, 19, 21, 22, 23, 24 except 14=1517(LC 1), 14= 1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-52/269, 5-6=-122/528, 6.7-122/529, 7-9=-47W363, 9-lD— 725/442 BOT CHORD 19.20-23B/308, 17-19-23B/308, 16.17=•238/308, 15.16=-2381308, 14-15=-238/308, 10. 12= 2731597 WEBS 6.14=-679/389,7.14=-728/578, 7.12=-313/589, 9-12=-369/402, 5-14=-308/323, 5- 20=•185252, 3-20=-360/412 NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable studs spaced at 2.0.0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24 except 01= lb) 14=411, 20=278, 15=111, 10=191. 9) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNWO • Vwfly deppn perenW&m and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAOE MD-7477 rev. tOO MIS BEFORE USE. Deygn vcdld for use only vAlh Mllek®conneclom Ills deslgn tsbased only upon pwametersshown. arxJ b nor an IndNkAxd Wilding cormorant. not a firm system. Beforo rise. the btBdlhng deslDror must verily the appbalAty of design pdaanelers and properly Incorpaolo this design Into the overall btBd i ng dedgm ®acing Indicated is to gevonl Ixrcldi ng at Individual trim web and/or chord members orgy. Additional temporary and pormanenl brocing MiTe k' Is always required too statAlly and to prevent collapse vrllh poull le personal eWsy and lxoperty damage. For general guidance regarding the fablcatkxi storage. delivery, oroction and lxacl ng of tenses and fnm systems, sooANSIMI I Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallable horn firm Plate hutlfute. 218 N. Lee Sheet. Srlte 312, Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type Oty Ply T13030986 W P0116 801 Common Supported Gable 1 1 JWP011116JobReference (optional) BUIIderS F11stbource, Tampa, Plant Glry, 1.10r10a 330tf6 0. rae a aev w cv a r mr r vn 1'..uv v .. G..c.,..vv w.v .-vyo . ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA7-OloEXW MMtle4BbuGnOmrovd8OoObrtJBLO01 LBzSTrO 1- 00 10.0-0 20.0.0 21-a0 1•ao 10-0-0 10-0-01-ao Scale - 1:35.3 US = 30 = le 17 16 15 14 13 12 3x4 = Sx6 = LOADING (psl) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 11 rYr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(rL) 0.01 11 Nr 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 rVe We BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 92 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 OTHERS 20 SP NO-3 REACTIONS. All bearings 20-0.0. 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. Ib) - Max Horz 2=-64(LC 13) Max Uplill All uplift 100 lb or less at Joint(s) 2, 16, 17, 14, 13, 10 except 18=•116(LC 12), 12— 116(LC 13) Max Grav All reactions 250 lb or less at Joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (10) 1) Unbalanced rool live loads Have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterlor(2) zone;C-C lot members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed lot a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 9) N/A 10) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL CBR 6634 69M Parka East Blvd. Tampa FL 33610 Data: January 23,2018 Q WARNWO - Vedy dodpo pm~em and READ NOTES ON TM ANDWCLUDEO AGTEK REFERANCE PAGE MD-7073 rev. 10937l0/6 BEFORE USE. DrApl valid for use only vAlh Wake connectors. This dry Is based only Wen pmameten Brawn, and Is 101 an Irldivldrlal but" component. not a buss system. Bolme use, the t MIng dosignei mtist vodly the GWICablilly of design pasomelors and properly Incorpalate alb doslgn into the overall building design. Racing Indicated Is to prevent braiding of Individual truss web and/or chard members only. Additional Imnpotay and ponrtanenl pacing M iTek' Is always iegrliod ion stability and to piovenl collatze wlih possible personal "and property damage For goneral guldasae iegardlIng tia fabkalbn stolago. delivery. otectlon and pacing of litrssos and tnas systems $WANSI/1P11 0UCUty Cdt*do. DSB-a9 O W BCSI Bu00krg Compomnt 6904 Pork* East Blvd solely Information avallable kom br8 Plato institute. 218 N. Lee Skeet. Stlto 312, Adexandda VA 22314. Tanga. FL 33610 Job Truss Truss Type Oty Ply P16T73030987 WP0116 802 Common 2 1 JoobR,ifterence optional) Builders FIrS1501.1rce, I Bmpa, clam uny, Flonaa JJboo G. 14V a V r. cv 11 m, I — mw.amva• v^ . „ u tea„ . , • . ," """ V ID:rbOYL3Jo1CV1 U1 FgSJd63xypdA7-uULcksN_OzmxpkTSL7H4L6AFkCXTaAOLa4lauazsTrN 1.0.0 5.5.0 10.0-0 14.7.0 I 20-0-0 ,210.0 1.0.00 5.5.0 } 4-7.0 4.7.0 5.5.0 1.0.0 Scale a 1:35.3 06 = Ig 3ft6 = Site = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.41 BC 0.93 WB 0.20 Matrix-SH DEFL. in Vert(LL) -0.16 Vert(TL) -0.43 Horz(TL) 0.05 loc) Well Ud 6-0 >999 240 6-8 >534 18D 6 Na n/a PLATES GRIP MT20 244/190 Weight: 86lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.11 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=787/0-8-0, 6=787/0.8-0 Max Horz 2=-64(LC 13) Max Uplift 2=-216(LC 12), 6-216(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 13171849, 3-4— 997/621, 4-5=-997/621, 5-6=-1317/849 BOT CHORD 2-8=-672/1172, 6.8=-681/1172 WEBS 4-8=.247/533, 5-8=-354/366, 3-8=-354/366 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VtAt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psi; h=1511; Cal. 11; Exp C; End., GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) zone;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 nlonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tell 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 Qt=lb) 2=216, 6=216. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39390 MITO USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33910 Date: January 23,2018 Q wARNwo - Verity dodgn pararnewara and READ NO7Es ON TM AND MLUDED ARTEK REFERANCE PAGE MB67473 rev. IMMIS BEFORE USE Design vcdld lot use only Win N91ek® connector& mis design Is based only upon paaneters shown. and Is for an hdlvld al 1>uldhsg component. nor a tetra system. Below use, the txDdbng dcsligm must verily the applicabilly of C103W poameton and properly bncorporoto nub doslgn Into the overall tx*c&V design. Bracing hndlaoted h to prevent bucldlrV of hdlvklual truss wet> ad/or chard members only. Additional temporary and permanent t>rocbV Welk' K always tegUted tow statAl y and to prevent collapse wtlh possible personal toy and pwoporly ddmago. rot general guddonce legating fine IoaftailkxL storage, deliveryy, erection cW bracing of IM503 and lnsa systems. soeANSVIPI I Quality Crilerb, DSB-49 and BCSI Willing Component 6904 Parks East Blvd. Satety Information avdffalble horn hue Pope hwaute. 218 N. Lee Sheet. Suite 312, Alexandrio. VA 22314. Tango. FL 33610 Job Truss Truss Type Oty Ply WP0116 T13030988 W P0116 CJ1 Jack -Open 4 1 Job Reference o Uonel Bustlers FuslSource, Tampa, Plant Glty, Honda 33566 O. Ju s Bail r o zu n r mw en nrausu ros, nw. w un van car r c.1 w cv 1 o rayo ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uULcksN_OzmxpkTSL7H4L6AKtCINaDZLa4lauazsTrN 1.0.0 1.0.0 1.0.0 I 1.0.0 Scale = 1:6.5 2x4 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 FVa rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 5lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/sbze) 3=-B/Machanical, 2=125/0.8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; EnCl., GCpi=0.18; MWFRS (envelope) and C-C Exterfor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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 uplilt at joint(s) 3, 2. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.383d0 MiTsk USA, Inc. FL Cart SSU ON Parka East Blvd. Tampa FL 33610 Date: January 23,2018 wARMNO • VwW das/gn paramar4ra and READ NOTES ON TM AND INCLUDED AMEK REFERANCE PAGE MO67473 rev. fMMIS BEFORE USE Design valid lot use only with 1411109 connectom ifs design is based only upon Pracanetets shown. and b to an hdNidual btAdbng Component. nor a htrss system. Before too. the building deslgnoi mtat verify the applkWalty of design paanelers and properly lneotpoialo this design Into she ova.", building design. 9ocbng lndicated Is to prevent buckling or Individual truss wob and/o chord members only. Addtlonal temporary and permanent bractng WOW D always toaired low stability and to prevent collapse with poseur personal burry and property danage. For gonoral guidance FogOdI ng she IdulGalkpn shape, dellvey, election and braobng of trusses and Mrs systems. woANSUiPI I Ouo91y Crlterb. 059-89 and BCSI Building Component 6904 Parke East Blvd Safety Information oycitahlo born Truss Plato bnsillute. 218 N. toe Sheel. Bile 312. Alexandria VA 22314. Tarwpa. FL 33610 Job Truss Truss Type Oty Ply WP0118 T13030989 WPOI16 CJ3 Jack -Open 4 1 Job Reference (optional) i.... T,,.. Inn 7q 7.17.11 7ntA Da a 1 BUltders FIrsibource. I Bmpa, Aunt wiy. rwonaa oa000- ID:rbOYL3Jo1CV1UIFgSJd63xypdA4-Mgv_xCOcBHvo0u2furoJINVzb4ZJfpUokV8OlzsTrM 1.0.0 3.0.0 1.0.0 3-0.0 2x4 = Scale - 1:10.8 3.0.0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,13 VBrt(LL) -0.00 2.4 >999 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25 BC 0.08 V@rt(TL) -0.01 2.4 >999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n1a n/a BCDL 10.0 Code FBC2014/TPI2OO7 Malrix-P Weight: 11 lb FT = 2055 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0.8-0, 4=26/Mechanical Max Harz 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. Structural wood sheathing directly applied or 3-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Ops1; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Thomas A. Albani PE No.38360 MITak USA, Inc. FL Cott 611U 61101 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - VmBy d@dgP parWWffV and READ NOTES ON THIS AND INCLUDED A4frEK REFERANCE PAGE A07473 MV. 109MIS BEFORE USE Design vales la use only v4th Wis k®conneetas. this design is ased only upon paamolen frown. and Is for m frxlvlduxl btAdlnp component. not a htrss system. Below use. the btAdrlg designer rmlSI vedly the aIxAccWlly of design pawanelers and properly Incolporole this design Into the overall btOding design. Bracing Indicated b to prevent buckttng of Individual tnm web and/ot chord members only. Addlbnol temporary and permanent Wining MiTek' Is always toci lied fa stalAily arxd to prevent collapse wllh passasle personal kyuy and IxopWy damage. row genial gtldolce regarding the fabxballm slorcoo. delivery, erection aril bxarcing of Inissos and Inrss systems soeANSI/IPI I Quality Cdterb, DSB-89 and BCSI Building Component 6904 Parke East 8Nd Tmrye. FL 33610SafetyInformationavailablefromtrimPlateInstitute. 21B N. too Sfreel. Sullo 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0118 T13030990 WP0116 CJS Jack -Open 4 1 Job Reference (optional) Builders FirSlSourCe, Tampa, Plant Gity, Flonda 33555 t;.13u s bep 1.5 zUl r MI I ex Inaustries, Inc. I ue Jan zJ 1z;1 r;1z zV to rage I ID:rbOYL3Jo1CV 1 Ut FgSJd63xypdA?-rlTM9YOEya1122drSYJYOXFbb?Mv263d1 OEhyTzsTrL Ito 5-0-01.0.0 5-0.0 2x4 = 5.0.0 Scale . 1:14.9 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Verl(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(fL) 0.07 2-4 820 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 17 lb FT = 20°6 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Hors 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Gram 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vtdt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;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 20.0pst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3, 2. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.38360 MITek USA, Inc. FL Cart 6OU SW Parka East Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNING • Verily deeten parameters and READ N07ES ON THIS AND WCLUDED NrrEK REFERANCE PAGE N0,7473 rev. 1a03?015 BEFORE USE. Design valid for use only with Mllek® connoclors. nds design is bused only upon parameters shown. and Is for an 6xlMdual bolding component. not a htas system. Before use. the bidding designer Must verity the appllcalAlly of design paranetera and properly hlcaporate this design Into the over,,, btdding design. Bracing hltllcated Is to buckling of Individual Ines web and/or chard members only Additional temporary and ponnanenl txach,g M!Tek' prevent k,,ways recaired for ataWlly and to prevent collapse with possible personal "and property damage. For goner,, gtldanee rogard ing the 6904 Parke East Blvd. fabrlcatbn storage, delivery, etectkxt and brc chlg of Ircrsses and Incas systems. seeANSVIPII Quality C41e4o, DS6-89 and SCSI Buading Component Tampa. Fl. 33610SafelyInformationovaaablefromUlmRoteh1stlMe. 218 N. lee Sheol. Stlte 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply WP0118 T13030991 WPO116 EJ7 Jack -Open 14 1 Job Reference (optional) tlUlfaers Ftrsibource, 1 ampa, viam wry, vionaa JJaOo 0.1Jv 5 oep 10 Cv 1 / MI UK 111uW111a, 116. 1 u. va" CJ 1c.11, 1c cv Iv W. 1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-rtTM9YOEya1f22drSYJYOXFXT?JT263d1OEhyTzsTrL 1 •1•a0 7•ao _ 1.0.0 7•0-0 3x6 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2.4 772 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.24 2-4 337 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Ne n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0.8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 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. Scale . 1:18.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 nonconcurreni with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Relef 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) 2 except Qt=lb) 3=102. 6) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.36380 MITek USA, Inc. FL Cert 6634 6304 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - VarUy deelyn pammetere and READ NOTES ON THIS AND INCLUDED AREK REFERANCE PAGE 1107173 rev. ICMM15 BEFORE USE. Design vdld for use only with Mllok® connectors. Ihk design is based only upon paramolors shown. and Is lot an kx9vldral buAdhng component. not a Was system. Below tee. the building designer mtat verify the applicabllfy, of design pcnameters and propotly hcorporale ads design Into the ovelWl btBdhng design. Bracing Incilcoled Is to buckling of individual tm53 web and/a chard members only. AdWOonal lempotary and petmanent bracing M iTek' prevent is dwoys recited lot stability and to prevent collapse wllh possible personal tryray and property damage. For gerwtal guidance regadhng Bte 6904 Parke East Blvd. k"Icatkbn staogo, clef". etocaon ancf btadng of mrsses and truss systems, swANSVWI I Quality Cdletb. DSB-89 and BCSI Building Component Tampa, FL 336t0SafetyInformationavalk"e from ht= Plate huatule. 218 N. Lee Sheol. Salle 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply WP0116 T13030992 WP0116 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) IlunoerS 1-irsisource, I amps, nest utry, rfonoa jjwm d.1 Ju s sep 1 b zu1 (Mr i eK mausmes, mc. i ue ,Ian za 1 e: i vis zu1 a rage i ID: rbOYL3Jo1CV1 U1 FgSJd63xypdA?-J311MuPsju9WgCC10FgnzlomAPdinVInG2_FUvzSTrK 1. 5.0 5.2.9 9.10.1 i 1.5.0 t 5.2.9 f 4.7.8 Scale = 1.21.2 20 = 2x4 = u• 5 LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.40 BC 0.61 WS 0.29 Matrix- SH DEFL. In Vert( LL) -0.05 Ver1( TL) -0.13 Horz( TL) 0.01 loc) Well Ud 6- 7 >999 240 6. 7 >841 180 5 rVa We PLATES GRIP MT20 244/190 Weight: 40lb FT = 20°6 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 20 SP No.3 REACTIONS. ( Ib/size) 4=127/Mechanical, 2=445/0-10-15, 5=288/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-e7(LC 4), 2=-145(LC 4), 5=-81(LC 8) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/218 BOT CHORD 2.7_ 276/707, 6.7_ 276/707 WEBS 3.7=0/308, 3-6=-761/297 NOTES- ( 8) 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=15ft; Cat. II; Exp C; Encl., GCpl= 0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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) 4, 5 except 01=1b) 2= 145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1- 4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0.14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1.4.15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection devices) 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). 8) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 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) Van: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13= •36(F= 18, B=-18) Thomas A. Albani PE No.393110 MiTek USA, Inc. FL Coil 6634 6904 Parke East Blvd. Tampa FL 33610 090: January 23,2018 WARNING • Verily design pansmeren and READ NOTES ON THIS AND INCLUDED AIrrEK REFERANCE PAGE A91.7477 rev. 109=15 BEFORE USE Design vdid lot use only with M11oM conneefais. INs design Is bused only upon paometers sMwn. aril Is tot an IndlvldisW binding component. nol o buss system. Belaio use. Iho bullding dosignor must verily the cipplicatAlty of doslgn Ixtraneters aril lxopefly hcowicito this doslgn into the oveiuit IxOdtng design ®acing tndicated Is 10 Ixevent budding of bnciNldual tnm web and/or chord members only. Addilond temporary and permaant btacing WOW IsalwaysrecrulrodforstabltityaxltopreventconaMwithpossilAepersonalInjuryandpropertydarnoW. For goneial guidance tegadi ng Iho fabik- oliDn. staiago. delWiy. erection and txcr-N of trusses and truss systems sooANSIMI I Qualify Criteria, DSB-49 and BCSI Building Component 6904 Poike East Blvd safety Information ovdlabto train truss Ralo institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tompo. FL 33610 Symbols Numbering System 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. 0-r/loin For 4 x 2 orientation, locate plates 0-'he from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown In ff-in-sixteenths Drawings not to scale) 1 2 3 TOP 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 IMES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved El 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. Additionol stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 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 stock 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. 5. Cut members to boor lightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%of time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant. preservative treated. at green lumber. 10. Comber Is o non-structurol considerotlon and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, size. orientation and location dimensions Indicated ore minimum plating requirements. 12. Lumber used shall be of the species and size. and In all respects, equal to or better than that specified. 13. Top chords must be sheothed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing of 10 tt. spacing, or less If no cellIng Is installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unocceptoble environmental, health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front. bock, words and pictures) before use Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Crlterio. f. RECORD COPY City of Sanford Building and Fire Prevention Product Approval SILDKIVCII SANFORD Permit ## 1 8- 1 2 5 0 Fpq R ation Form Project Location Address ck.Z Cnnk As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Descrition(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-RIO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 58 0 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2918 Florida Building Code Online Business iiiiiiiiiii 8t Professional Regulation v' r. SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge - Stats & Facts ; Publications I FBC Staff BCIS Site Map . Links I Sear, dFbWa r Ot-t Product Approval IUSER: Public User sv Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F1.15036-R2 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@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j 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. F. 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:/twww.floridabuilding.org/pr/pr app_dti.aspx 1 /3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 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 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a)Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 11 (a) Inst 15036A.odf 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 Il (a) Inst 15036.5.E Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes 1/2/2Q18 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.gdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 RZ 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 Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClasslcCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 J. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional 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 wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen: under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr app_Otl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services ror the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Enbinecrs Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 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. t1888 81t/s I Signed & Sealed by 0% SCHA41 ia Lyndon F. Schmidt, P.E. F.........O i No 43409 .• C 13'- STATE OF 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 01W%aKQ 47 Q' "A Y 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 3C. 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. I ;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 "HVHZ". Inswing units shall be installed (in the "HVHT) only in e locations protected by an overhang or canopy such that the angle verhong to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes OVERALL WIDTH 0z ZZ Z O lJJ I1J W = i w U- OWC J LL JQJ W CCLU O O a b a o O w w ww wn n inner G_.:::::•;- _ - ::.FRAME;::=`;;;.: _=..-. _::; :-::.;::_:. '. - T:.. / C - •IC/' AT11/C EXTERIOR 17 INTERIOR HORIZONTAL CROSS SECTION 29 42 TOP RAIL SG >= 0.67) Ot T- iAl 44 42 46 EXTERIOR l\ wage 21 kl 17 0.15, CSINK L (lYP" 20 A87 INTERIOR x4rulob 27 INTERIOR EXTERIOR E EXTERIOR 8 INTERIOR OSS SECTION i - inswing VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements D n INTERIOR EXTERIOR EXTERIOR p• s w i T 4w STRIKE JAMB MASONRY OPENING FRAME 2X BUCK FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to mointoin 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 -MASONRY- `- ` "`,-'.TO"ADJACENT-*--'-: EDGE::.`::: ::.`:.': ANCHOR'::.`;:::: 2 7 Ui N MASONRY 3 OPENING Ui 2X BUCK- N 1 e HINGE JAMB BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF MASONRY TYP. HEAD OPENING — & JAMBS FRAME xa _ i C; 2X BUCK I _ l F FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF TYP. HEAD JAMBS iDE U O X FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar Joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN3:CL•EARANCE:. MIN :;CLEARANC.. TO •MASONRY.:;.:;..; ............... FnaF::::;::::. •::::.:::::: 4Nit' 6 HINGE JAMB MASONRY OPENING FRAME I BUCK FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 Dec to WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.1 S' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL NATURE 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' N Cl Fes— 2.36' 19 yp HEAD 8 SIDE Jamb i7 2.20" 4.6W 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.75" y 33 SELF ADJUSTING SADDLE THREHOLD r i R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic-Cratt" Exterior Swinging or DoorExterior 118 Industrial Dr. Fiberglass Door w/ Sidelite 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-15036.7 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. 4, 03i IFS7i® Signed & Sealed by emSoS,Vi....... tS Lyndon` Signed & Sea Sealedby P. E. v o,Lyndon F. Schmidt, P.E. No : 3409 ; STATE OF ;ill: Lyndon F. Schmidt. P.E. V FL PE No. 43409 10/ 16/2017 5 S; aO N A ` 1 aC7 V<JWKQ sic -Craft RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" ind 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 OCCO. 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 some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhong to sill is less than 45 degrees. 53.13" MAX. OVERALL WIDTH ZZ 3 H o x L7 2: w xw w LL- ix J LL. J JJ W LLJ O O i a 16 P SG >= 0.67) r-All:l%l%Jr% Z: INTERIOR IA IT HORIZONTAL CROSS SECTION T- 42 TOP RAIL 43 LATCH STILE cot IWOMMF-- 42 46 EXTERIOR e'—N 0 in to- r d-vto 0- ft^vv^ &a 0% & of — 5" GLASS BITE 23 EXTERIOR 25n-. INTERIOR 25 G >= 0.42) e frame screws) is INTERIOR 29 SEE NOTE 1 18 1 HORIZONTAL CROSS SECTION 3 22 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS FAIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22' J 25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. i--- 1 /8" TEMPERED GLASS AIR SPACE 1/6, TEMPERED GLASS EXTERIOR M140•IN EXTERIOR 0.15, C'SINK TYP.) IIONTAL CROSS SECTION ring shown - inswing ipproved 6 A 6 A 6 NOTE: 115' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5" & 66". 8 7 40 SEE NO' 5 5 S EXTERIOR INTERIOR EXTERIOR L 63 19 f" z INTERIOR U -: 60 61 SS SECTION nswing INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION J Inswing configurationsee in notes, sheet 1 z a for "HVHT' Water infiltration i requirements m w a C o •° A '11 z e 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck 60 INTERIOR 7 8 r A e v J z a l Em A W 19 M `^2 71 o SEE NOTE 1 V EXTERIOR ICAL CROSS SECTION ring shown - inswing pproved EXTERIOR R SEE NOTE 1 l M z a iL W EXTERIOR QU N W e e n d MUM16B 5 VERTICAL CROSS SECTION 6 Outswing configuration 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR ri"'\ VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors ass'y thn Sill at 4" in from et INTERIOR •5 E•1)' Dift- qqIIWqb, - 1=0-0-- zils E e AULLION OWN FOR FERENCE ONLY IORING MASONR OPENING 0 o FRAh N O 2X BI iers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. MIN:. CLEARANCE::' MIN::CLEARANCE TO -:MASONRY.:' .- TOADJACENT.-'. EDGE::: ::: ; ::.:::`.::ANCHOR 2" V I SEE DETAIL 1 L to Y TYP. HEAD — JAMBS M TYP. IE c ICK cTYP. F SILL 12 SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 1" I No I LATCH $ DEADBOLT DETAIL OUTSWING INSWING DUTSWING INSWING DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) ti i Ln N 1 HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) MASON OPENIN FRA& 1XI SEE DETAIL I a. TYP. HEAD & y JAMBS TYP. E Nc SUCK F TYP. YPSILLYP. EE DETAIL 2 FRAME ANCHORING may be adjusted to maintain the min. Masonry I X buck construction ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. C-.LEA*RANC-"::MIN"-..'MIN""C-.L-.EARANC- E: I . ..... ......... . ...... .... .. .. . 7..JO. MASONRY;-'-"-: .'.-TO'ADJ-ACENT-'.--.:- ANCHOR'...'. HINGE JAMB INSWING M OUTSWING L 27 INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WUUU 24 1/4" INItKULPI SPACLK STEEL 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 8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 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.I S' 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 (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /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 to to 2.17' --{ - 1 16 OUTSWING SIDELITE 2.59" Spacer 15 2.14' 1.69" NMILEo ;o cl s4mtmCE 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 Pltonc 813.659.9197 Florida Board of Professional Engineers Certificate orAuthoriaation No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior S Exteeriorrior Door 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. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) 9`` tt it5i Fujij' 3. Calculations Prepared by 000% • of :), oi S Anchoring RW Building Consultants, Inc. (CA #9813) w` '.•' G N c;• .5 ASTM El300 Glass Load Lyndon F. Schmidt, P.E. N,o 43409 4. Quality Assurance = ••` : " Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products Z "C within a quality assurance program that complies with ISOBEC 17020 and 0: STATEE OF [V Guide 53.4 1D... ' Sheet 1 of 1 C3 , • •. a0 S 0 eq AL 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 Lyndon F. Schmidt, P.E. E. nidt. P.E. lo. 43409 1/16/2017 MWvv1%v sic -Craft GLASS DOOR W/ SIDELITES NS WING / OUTS WING NON -IMPACT"' nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). end spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ'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 HVHZ". g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 general notes 68.5' MAX. OVERALL WIDTH ZZ N H z o LN V' W W = S W J LL. J .J LU ad O O 9 O i5 En Do a Lx I bRIUR INTERIOR 7 I I1JimS HORIZONTAL CROSS SECTION Eo P't T- 1 1-11 f 1.49" Lo G >= 0.67) Ot T- 42 46 EXTERIOR INTEI HINGE MILE. r.—.'N-BOTTOM RAIL 5" GLASS BITE EXTERIOR INTERIOR 1/2" MIN. GLASS THK. 1/8„ TEMPERED GLASS AIR SPACE 1/8„ TEMPERED GLASS SGLAZING DETAIL 5 insulated glass w/ smc lite frame o SG >= 0.42) e frame screws) is INTERIOR U 25 18 Gi' GLAZING DETAIL5insulatedglassw/ pvc lite frame 0 7/ to o f--1.53" —1—T 1 runes ne rro e 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8„ TEMPERED GLASS EXTERIOR INTI r INTERIOR EXTERIOR 0.15" I-- CSINK TYP.) IZONTAL CROSS SECTION wing shown - inswing approved 1s, 0.1s" INK CSINK P.) (TYP.) 8 r INTERIOR 40 1 EXTERIOR rn 20 14 11 l M 1 SEE NOTE 1 1SEE NOTI INTERIOR SEE NOTE lCM EXTERIOR k1l v D° p p. D B p p' 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 i' TERIOR if ON JTERIOR I I' n I 12 j o a v v v o 63 19 : N INTERIOR o U L 60 61 SS SECTION inswing ri" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for " WHT'Vater infiltration requirements Shown w/1X sub -buck M hZa oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ring shown - inswing pproved EXTERIOR 50 Z d 0U Z n: 1= W 19 EXTERIOR SEE NOTE 1 l M N W a e o n n o A,o•d o .. D o J INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration A Shown w/1X sub -buck P. NOTE: 1. Anchors ass'y thn Sill at 4" in from e. INTERIOR EXTERIOR IDW2: NiceamLos -- C ) 94, E r MASONRY OPENING FRAME 0 2X BUCK ANCHORING. STRIKE JAMB ers may be adjusted to maintain the min. C28 4AX ON CENTER" must be adjusted to vtor joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN." --1EARANCE T M0: ASONRY..'.-: I .... ... .... .... ANCHOR--.* ...... EDGE::: 21' V C27 4n IIL"I" V"ISEE DETAILII I I I I I I TYP. HEAD & JAMBS TYP. F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction M) OUTSWING L ) INSWING OUTSWIN, L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) EO X cu 1 Er) Wi C4 F N HINGE JAMB I U4 I z DETAIL I Attach surface bolt 12 strike plate to karn as shown (Inswing) 10 64 zz 4 u1mr. r- n SONI ENIM FRAM XI FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN:' GLEARANCE..::MItV: CLEARANCE: TO MASONRY:::: `'--'.-TO.`ADJACENT`'- EDGE::''.`•:::::::: ':::::::.'ANCHOR•::;::.; F N ro Wi N 11 to Ui N HINGE JAMB INSWING M OUTSWING D 27 L INSWING LATCH b DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HiNGE UAIL Attac strike i as sh, rwvv cvt i i/Y nvirn%.cr i jrn%.L;n 31CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASSHEATHER -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 f 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 I 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 OUTSWING SIDEUTE 6" 2.59" 16 Spacer 2.14" 1.69" 0 I i r- E721 r T 3 BUMP FACE THRESHOL[ 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 Flonda Board of Professional EngineersCenificate or Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior S Door ExteeriorriorDoor118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt. P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427- 107362 ATI 67508.01-106-18 ETC- 01-741-10705.0 ETC- 01-741-10593.0 TEL- 06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) `e,%jofC:rp0>pe Lyndon F. Schmidt, P.E. 4. Quality Assurance `` F:.• j fs,. Certificate of Participation issued by National Accreditation and 'o :•, G c iI ... ••. Management Institute, certifying that Therma Tru Corporation is p" o manufacturing products within a quality assurance program that complies: Or with ISO/IEC 17020 and Guide 53. 3 S A E OF Z. LyndonFL PE Notl43409 1011612017 Sheet 1 of 1 s s •'• .....••r . -;•ey i retcuvc. eo• Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by 74.S' MAX. OVERALL FRAME WIDTH ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTS WING 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 bome 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 "HVHZ". Inswing units shall be installed (in the "HVHZ") only in le locations protected by an overhang or canopy such that the angle Overhang to sill is less than 45 degrees. ZZ zo w 0 m W = W U- Q J W W O b a a EXTERIOR 7 42 T I A 0 1 Ir INTERIOR 46 1 HORIZONTAL CROSS SECTION 2 EXTERIOR 4.11" 30° 1.48" ao 1 2 42 TOP RAIL LATCH STILE 1.49" Clt J— OAK (SG >= 0.67) q 0.15, INTERIOR EXTERIOR 4 A 4 A 4 INTERIOR EXTERIOR w/1Xsub-buck r4-"\ VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements o c e 1 n i v MASONRY OPENING 2X BUC U O O 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. RN IN .C:LEARANCE:. MIN::;C:LEARANCE: WENT-'. '•TO:MASONRY:.:::z. • •T•.O ADJACENT`:.; EDGE:;:::::::::;;::::.:..:::.ANCHOR;::::': d" 1 2" 1 4" II I I to SEE DETAIL BEAD MBS ASTRAGAL SHOWN FOR _ REFERENCE a ONLY O F TYP. FAIL — 1171 SILL I IA111 r r r FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF L EQ ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN...CLEARANCE MIN::.CLEARANCE. TO::MASONRY:::: O;ADJACENT.';; EDGE .::...::::: :::::;;:::•ANCHOR;:::::.. 1 /r 1 2" 1 4" T 9 MASONRY TYP. HEAD OPENING IAMBS FRAME 2X BUCK DI SEE DETAIL - 7, DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 611 I I to SEE DETAIL 11,1 _ ASTRAGAL SHOWN FOR — REFERENCE ONLY _ 4? U F TYP SILL — FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach ostrogol/surface bolt strike plates to frame as shown (Inswing) 64 to N HINGE JAMB K 10 HINGE DE r I -I 6r , II 1 1 to SEE DETAIL l „I„ lEAD MBS ASTRAGAL SHOWN FOR _ REFERENCE ONLY o F TYPFA ( SILL FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN:;:CLEARANCE: .MIN. CLEARANCE. MIN.. ...1." :: ::::...:....:.................. ...: ': ;...... ...; ..............: . T0:MASONRY<::::::::TO: ADJACENT;:::: FOMENT: ::....:::.:..................... . 1/4" 2" 4" 3" MASONRY7 — TYP. HEAD OPENING & JAMBS FRAME -A 1X BUCK, I I :o 7 SEE DETAIL 1l, _ ASTRAGAL SHOWN FOR REFERENCE _III a ONLY F SEE DETAIL NP• 7 SILL r r r r r FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 Ei C4 J HINGE JAMB 95.25' g" 18.39' - 20.63' MY 14.39' 13) TYP. TYP. 3.25' SEE NOTE 1 ii-- 0.06- C*; 0.1 W ASTRAGAL DETAIL TYP. 13 3.25' 7' 0.75' TWPnW AT THE T(IP ANTI rrvvu WOOD ONCRETE SCREW STEEL CRETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. EATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ZOFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR 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.,0 2.36' -- —T 19 yp HEAD d SID E8E Jamb 2.20" 4.63" 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' y 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' to 0 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Cenificate or Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic-Cratt" 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 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-15036.10 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) L°tb^i 693jtr6o Lyndon F. Schmidt, P.E. 3. Calculations Prepared by • `; ¢ ( 9 Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) od0` v:•'C• f`! v;• r ''ooLyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ' 6s No 4:3409 r4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemer3 Institute, certifying that Therma Tru Corporation is manufacturing products -0 % _ Lyndon F. Schmidt. P.E. S i %i' t_ O F Wit/ o within a quality assurance program that complies with ISO/IEC 17020 and p • QCl ve FL PE No. 43409 Guide 53. ••.'c S, : •°`,0 10/16/2017 Sheet 1 of 1 10vv1%v sic -Craft® SS DOUBLE DOOR W/ SIDELITES NS WING / OUTS WING NON -IMPACT" 1 Zin i 3 id is in compliance with the 6th Edition (2017) Florida Building Code z o Ing the High Velocity Hurricane Zone (HVHZ). id spaced as shown on details. Anchor embedment to base material LU Co. L' w t is required to be protected with an impact resistant covering that J J 3C. a W W HVHT' requiring wind bome debris protection this product is required to W o mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. a choring of these units shall be the some as that shown for 2x buck a i 0 A 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 s locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS an pressures & general notes Glazing detail 105.S" MAX. OVERALL FRAME WIDTH FRI I,I II II II Fil FBI I,I II 1 II tAltKlUK 42 INTERIOR HORIZONTAL CROSS SECTION li I I WA QI, I IS 46 EXTERIOR D2 TOP RAII42 1.49" 3(Y' 7 —T to 0.67) fM T- INTEF d ultir.F.Mir /71 Rr)Trr)AA RAII 5' GLASS BITE 23 25 EXTERIOR /7,> INTERIOR 25 iG >= 0.42) frame screws) is SEE NOTE 1 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR 1/2" MIN. GLASS THK. EXTERIOR TEMPERED GLASS FAIR SPACE 1/8" TEMPERED INTERIORGLASS V r_i ACC G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 52 MIN. ASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 0.1s, MINK TYP.) INTERIOR 0 u EXTERIOR FRI II RIZONTAL CROSS SECTION wing shown - inswing — approved 5 4 3 6 6 6 nnb ad lical 31 ", INTERIOR EXTERIOR 9.) INTERIOR PWI EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15' CSINK --{ TYP.) 8 EXTERIOR 40 Kil INTERIOR ,o Q2) r4-'\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements T M hzaM — N SEE NOTE 1 U _ EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Aso, approved EXTERIOR z a 7U EXTERIOR SEE NOTE 1 l M Za E INTERIOR S VERTICAL CROSS SECTION 6 Outswing configuration J e o s e w zo A C u Shown w/1X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from eac INTERIOR EXTERIOR mom IWIN Ad4kMOM E s p s w ws ASTRAGAL AND MULLIONS SHOWN FOR _ REFERENCE ONLY BUCK ANCHORING MASONR OPENIN( L FRAh U V o 2X BI s comers may be adjusted to maintain the min. J as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. TO:.MASONRY' ::; 0.ADJACENT::::; 1/4" 2" 4" 1/4" • 1" 4" ASTRAGAL STRIKE JAMB I I I I I I I I I I Ti L SEE DETAIL pilot to Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M)Typ. REFERENCE IE ONLY U o ICK N F TYP. SILL SEE DETAIL I DETAIL I Attach ostragol/surface bolt strike plates to frame as shown (Outswing) 63) 6Sx66 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL h N 1 HINGE JAMB SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL 11 i"l HINGE JAMB FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. IN. LEA CET"-::.'CEARANC E: ENL"." EDGE.-.."*-' -- -* -*---- f LATCH & DEADBOLD HINGE DETAIL G ) ( 67 63 95.25' l.88" 18.39' 20.63' 18.5' 14M 13) TYP. TYP. SEE NOTE 1 jrz-4--ow- io nl 4 -- 0.13 - ASTRAGAL DETAIL Qlr- TYP. 13 4.S' 3.25' 7' 0.75' 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 1.15" 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 LINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (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 /2"PFH SCREW STEEL 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW13116'X STEEL 67 3-3/4" PFH ITW CONCRETE SCREW STEEL I !2 g 2.20"- 2.17'-1 1 N L 36" --i J I— 4.63" E 16 Spacer SIDEUTE 31 BUMP FACE THRESHOLD LOW P 2.14" f — —1.68" 1.69" C4 Cl? l _ 1 /2/2018 Florida Building Code Online Busine-ss 8t Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts . Publications I FBC Staff - BCIS Site Map 1 Links . Sear dbpr5Product Approval 1USER: Public User 2= 1— jet_ Product ADDroval Menu > Product or Application Search > Application List > Application Detail 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 bsitiinger@miwd.com Authorized Signature Brent Sitlinger bsitiinger@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 a 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:/twww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # IModel, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 51080712.Ddf at b e n Ir a 15332.2, SERIES 420 ALUMINUM SGD; SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON-; REINFORCED, -- S. - - - - Limits of Use Installation Instructions t t Approved for use in HVHZ: No; _ Approved for use outside_ H_ VHZ: Yes Impact Resistant: NW Design Pressure: N/A'_ Zther: REFER TO APPROVAL_ DOCUMENT FOR DESIGN PRESSURe, RATINGS E. IFL15332 R4 II 08-00498Ddf;_ _ Verified By: Luis Roberto Lomas 62514._ Created by Independent Third Party: Yes) Evaluation Reports_- FL15332 R4 AE 510805D.odf' _ Geated by_Independent Third Parry_ Yes, S 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Y Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.odf 15332.4 SERIES 420 ALUMINUM SGD RNFEIORCED _ - --- SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96_x96' Limits of Use,- _ - _ Approved for use in HVHZ: Approved for use outside HVH_Z:_ Y_e_s Impact Resistant: Noi _ Design Pressure: N/A, _ _- _ _ _ _ OOther: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE, RATINGS _ - - Installation Instructions FL15332 R4 II OB-OZZ49C.Rdfl-_ _ Verified By: Luis Roberto Lomas 62514)- Created by Independent Third Party_Ye_s Evaluation Reports'___ _ FL15332 R4 AE 512969C.odf' Created by Independent_Third Party_Yes j a REINFORCED i Limits of Use Approved for use in HVHZ: No Installation Instructions FL15332 R4 II 08-02250C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512970C.Ddf RATINGS Created by Independent Third Party: Yes Y: 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510806D.Rdf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00501E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510808D.odf 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON-) A ------ - -------- - --- - - - REINFORCED; Limits of Use Installation Instructionsy' https://www.fl-d*wj_%i9 G d 1/5/2018 Approved for. use•inHVHZ: No FL15332 R4 II' 08-00502E.odf s Ap pr ed.for,us e%,uYtsrde HVHZ: Yes Verified By: Luis Rorberli?;Lomas 62514 4mpact-. Resistant,,No Created •6jr,IndependeAA;* d Party::Yes Y Yr s De.! ig C! a Rgn Pressure: N%A EvaluatiomReports REFER TOEAPF ROVALJ DOCUMENT FOR DESIGN PRESSURE• FL15332 R4 AE.15,10809U:1311f s OstherRi4TIfJ GS Created by Independ'entj_VirdParty: Yes s 15332. 9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R4 II 08-00503E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.odf RATINGS 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 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 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 wi<_ supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please click bug-. Product Approval Accepts: 2-- Credit Card Safe htips:// floridabuilding.org/prlpr 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. 5. FRAME MATERIAL, EXTRUOED ALUMINUM.6063-75. 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. 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 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 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. 33KSI OR ALUMINUM 6063-TV .048` THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP. PX. XIP, PIX. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES . 2 - 3 ELEVATIONS 4 - 10 INSTALLATION I ftv I IKSCPo/IIOn I arc I •vvm ocD A I ADDEO CHARTS 03/05/12 1 R.L. 8 REVISED PER NEW TESTINC 10/29/13 R. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION'OETNLS 06/20/17 R.L. SIGNED: 0WI12017 MI WINDOWS DOORS LLCKWESTMARKETSTREET650 EGRATZ. PA 17030 G NSF'S'L 0 6 * = SERIES 420 SGD 96` X 80" NON —REINFORCED NOTES ill ; STATE Of : its:cl0R10P: G: oltArx owc a. RLn OS 98 E SAONAscuto"rz ' NTS 02/23/09 OF 10 1111110 Luis R. Lomas P.E. FL No.: 62514 1ROGERMLOMASP.E. 1{y WOOOMW RO LEMSVILLE NC 270M 471d004M Ar neWwas pr cum 6" MAXI 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 17• r O.C. r 6- MAX 17• MAX D.C. O X 10- I IAX AME 6• MAX ICHT SERIES 420 SGD EXTERIOR V/EW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECNARTS x/ AND 92 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 481,Tx7r 2. MAXIMUM O.L.O.: N W x 74 W 6' MAX HARDWARE SCHEDULE r a99414-ui) LOCATED 36 w ON CENTER FROM PANEL SoTToM r 4W17.195) AT EACH ENO OF PANEL 60TTOM RAILS acrmoNS dl3cwPndn CAN AooaOYM ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADM FLANGE AND FIN INSTALLATIONS 12/06/13 ILL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART II WHERE WATER LNFR.TRATXXV RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET I Design pressure chart (pA Frame ShWa Pana1 and Total Franc Width in) HeigM 30,0 1 76.0 42.0 4&0 OOAO 7200 DO 90.00 PCs Nog PCs I Nog Poe I Noy pas I Nog 60.0 40.9 1 551 1 40.0 482 40.0 43,4 40.0 40.0 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design pressure chaff (pso Fm a 5egb Panel and TOW From Width (in) mevu I 3Q0 340 420 1 46.0 01) 60.00 7200 84.00 9&00 Pos Nog Pos Nog Pos Nog Poa Nag 80.0 551 55.1 d82 40.2 43.d 43A 40.0 40.0 CHART KI Number of anchor foaUons required Frans Su1gb Panel and Total Frans Width (in) Height 30.0 36.0 1 420 4&0 b) 60.0 720 1 04.0 1 q&O R3 Jamb HLSS I Jamb 1 1463 1 Jamb HiS I Jomb 0.0 d 1 5 1 5 5 8 1 5 8 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED ELEVATION LIRAwrt No. F•A 708-00498 scALc NTS "'C 02/23/09 —2 OF 10 L ROWATO LOWS P.E. I477 NGODFOAO RO LEWiSVALE. NC 2=7 4744604w Awft"v&wuwmm SIGNED: 06/20/2017 GENSF9AP it • 05 •• x = TTATT4rE OF Will R. Lorries P.E. FL No.: 62514 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD Ec JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' r I DMAXC. 6' MAX 17' MAX O.C. O X 10' TAX AME IGHT 6. AAT AX 6' MAX CHART,m Number Of flIGior 19"CIOR S M46dra0 Framo Pmw1 mW TOW 04 wwn (1n) r mo Sao 1 410 1 QA 0n) a" N43 Jamb 7Lo M4S JamO 040 N45 J80" 06o Nis Jamb 70 4 s s 5 5 5 1 6 5 SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATIMG SEE CHART B4 FOR NUMBER OF 140.0PSF NONE LOCATIONS REQUIRED SEE CHARTS Of ANO 02 SHEET 2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 Vr x 7r 2. MAXIMUM O.LO.: 4r W x 74 Sr I'LAT WW K Tt0 HANDLE SET (PART #9944.145) LOCATED 36 3/4' ON CEI METALLIC TANDEM ROLLERS (PART 099.17.105) AT EACH ENO OF PANEL RLV I 0[SCRWr4I, CATC APPROK0 A ADDED CHARTS 03/05/12 R.L. L REVISED PER NEW TESTIK 10/29/13 R.L. C ADDED FLANGE AND nx 1NSTALMTIORS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80" NON —REINFORCED FIN ELEVATION F.A. 1 08-00498 r.qL NTS 1011C 02/23/09 s"W3 OF 10 L Ab6ERTO COMAS P.E. I= WOODFORD RD LEWISVXLE. NC 2,023 4346/0Oi09 rbnvsaoorn SIGNED: 0&20/2017 TA61TOF F ORIOP OMA 11 1`` Luis R. Lomas P.F,. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING II 1 3/8' MIN. OR 2X BUCK EMBEDMENT IBYOTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I1 II 11 11 INTERIOR 1 3/8' MIN. EMBEDMENT T_ 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT MIN. WENT MIN. VERTICAL CROSS SECTION °V"L arISTAIvCE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS T06E DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW WOOD FRAMING OR 2X SUCK BY OTHERS FEVAtW+S octcwmm aTE AP010(KD ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN NSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX. , SHIM SPACE INTERIOR EXTERIOR JAIN8 INSTALLATION DETAIL WOOD FARMING OR 2X BUCK INSTALLATION SIGNED: 0&2012017 MI WINDOWS AND DOORS LLC 0%%II11III,, 650 WEST MARKET STREET S R'.:otj/i GRATZ, PA 17030 r . , G E Ns-'.%, i SERIES 420 SGO 80" NON —REINFORCEDFRAMEXFRAMEINSTALLATIONDETAILS o;(G;,, ;= S9 • TAT OF e'OR10T;•?: ONAI a6` I11111I111 Luis R. Lomas P.E. Lomas ortAnt F.A. orcrro. 08—y0QOT498 E c„t< NTS 02/23/09 4 OF 10 LR0'BERTOLOWASP.E. 14-V M000FORO RD LEWISVILLE MG.-7077 Wes'" rsoftwowmm FL No.: a METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1 /4' MAX. SHIM SPACE iMS OR DRILLING V ALL TO BE SET IN I BED OF APPROVED SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHO WW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I- 1/2- MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. r SHIM SPACE 013CROMION DATE APP NVID ADDEO CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND FIN 1NSTALAATIONS 12/06/13 R.L REVISEO INSTALLATION OLTAILS 07/30/15 R.L. REVISED WSTAUATION OETALS 00/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS owwle owc 1a. rNTS 08-00498 I OAK 02/23/09 —5 OF 10 L ROSERM LOAMS P.E. I JJ2 NOOOFORO RO LEWISVALE. NC ; I Z 436-650460 db 2%V*bnuw*;m SIGNED. 0612012017 rC/04, GENSF9'P' jo„ 61T51 • * = 9 ; STTAST+ F pTaOf s/ONAL111111% Lu13 R. Lomas P.E. FL No.: 6251 A Acvsoa 1 1/2' MIN 1" MIN. 00OWTIM Ohre APPWV0 SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 0 A&MED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSUUATIONS 12/06/13 R.L. 1 1/4M MIN. 0 ReASED INSTALLATION DETAILS 07/30/15 R.L J e• . ' •; a:. EMBEDMENT 1 1/4' MIN. CONCRETE/ MASONRY _ EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 RL 4BYOTHERS _r S1 IHSPACMAX.E T7 ONAL 1X SUCK r • r SHIM SPACE PROPERLY MIN. • ` vTOBE I INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 3/16- TAPCON MIN EXTERIOR INTERIOR SEPARATION SILL. TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL IX BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETE/MASONRYINSTALLAnON BY OTHERS SECURED SEE NOTE 3 SHEET 1 a 1 1/4' MIN. NOTES: 1NTERIORAND EXTERIORRNISHES. BY OTHERS, e• EMBEDMENT NOT SHOWN FOR CLARITY. a.. a' .. 2PERIMETER AND JOINT SEALANT BYOTNERSTOBE OESIGNED INACCOROANCE WITH ASTLK EV Y2 SIGNEO. 06/ 20/2017 2 7/ 8' MIN I' MIN. MI WINDOWS AND DOORS LLC N1uIlIF/// SEPARATION EDGEDISTANCE650WEST TZ MARKET GREET \ J 5 RE IL O'b'9 , VERTICALCROSSSECTIONsF .J' CONCRETE/WASONRYINSTAUAr$ O/V SERIES 420 SGO *• .j0 S ouk= X 80' NON —REINFORCED FRAME a/ k5 E FRAME INSTALLATIONTIONDETAILSTATOfsexc ore OS— 98 E i NA 11E NTNG`. S02/ 23/ 09 6 OF 10 L. ROWRTO LOMAS P.E. Luis R. Lomas P.E. N2WOODF WRDLEW[SV%,LENo270t 4364664M FL No.: 62$14 eYpntsmYbmags mn WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE Ij10 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR IE SET IN APPROVED SEX -ANT 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. cwc 00%.E VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SNOWN FOR CLARTY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WINN ASTM E2112 1 3/8' MIN, EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 4 /4' MAX. SHIM SPACE Wv saa OCSCFWWM DATE APPROVID ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISEO INSTALLATION DETAILS 07/30/I5 R.L. REVISED NSTALLATION OVALS 06/20/17 RL INTERIOR c u EXTERIOR JAMB INSTALLATION DETAIL W000 FRAMING OR 2X 8UCK INSTALLAn0N SIGNEO. 06/20/2017 MI LLC 511 111` Q''/. 650OWESS M ARKSTOREETRS GRATZ, PA 17030 GENSF9 P 0 5 s SERIES420SGDX 80` NON REINFORCED 0 cea* FLANGE INSTALLATION DETAILS 70 E oc TATOF CT: iiO FiP FlOR1Hil glareorrroIavE NA11 Luis R. Lomas P.E. FL No.: 62514 wus NTS DATE 02/23/09 ISK08'78OF10L RMRTOLQVASP.E. MV WOODFORD RO L EWISWLLE NC 27= 434- 604M own 1/2- MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN L BED OF IPPROVED SEALANT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORANO EXTERIOR FINISHES. BYOTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE OESIGNEO INACCORDANCEWITH ASTM E2112 1/ 2- MIN. EDGE DISTANC 10 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS i1xv I06C gN MTE MPROVM ADOEOCHARTS 03/05/12 R.LREV= PER NEWTESTING10/29/13 R.L.ADOEO rc FLANGEANO FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OCIAILS 07/30/15 RA. REWSW INSTALLATION OETNLS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS F.A 108-00498 5c" NTS ° 02/23/09 —8 OF 10 L ROMTO LOINS P.E. lM WOOORORO R0 LEwISVALE, AC 27= tuefe 6ag . aaeuf bnu o.cam SIGNED: 0612012017 GENSF9 i+ 0 6 ••* OE OF : 4=, ot 11`` 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 1 1/4- MIN, EMBEDMENT L 1/4' MAX. SHIM SPACE r 3/16- TAPCON EXTERIOR LL.11 LLJ1 INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE . I 3' MIN SEPARATION v' .. ROnsaa CES RIPIION OAR PPROVW ABDOD CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALUITION DETAILS 06/20/17 R.L 1/4- MAX. F SHIM SPACE INTERIOR 3/16' TAPCON `- EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL i OPTIONAL IX BUCK CONCRET&MASONRYINSTALLATION 1 1/4- MIN. a' EMBEDMENT 2 7/8' MIN 1' MIN, SEPARATION EDGE OISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHER$ NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS oR,iw.e 0wc M F.A. 1 08-00498 sou' NTS o'n 02/23/09 —9 OF 10 L ROSERTO LOWLS P.E. 1432 6M000FORD RD LEwISYn1E. NC 27M AU40450 amulakunawca" SIGNED: 06/20/2017 pElvs'Fs% POP • a= i•F LOR10: • ?: 01 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING 1/4 MAX BY OTHERS I I SHIM SPACE ga WOOD SCREW INTERIOR 1 1/4• MIN. EMBEDMENT APPROVED J FINBEtSEA FINBEHIND EXTERIOR 7/16• MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMNG OR 2X BUCK WSTALLA TION METAL STRUCTURE BY OTHERS APPROVED SEALL TRIM — BEHIND 1 1/4• MIN. ge EMBEDMENT WOOD FRAMING CREWWOODSCREW BY OTHERS INTERIOR 1/4' MAX HOOK STRIP 7/16• MIN, EDGE DISTANCE EXTERIOR atvroo s CCSCFwnWN aR: PROVW ADDED CKAM 03/05/12 RA - REVISED PER NEV TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INVALIATION DETAILS 06/20/17 RL.. 1 5/8• MIN. EDGE GIST. TRIM a 1 1/4• MIN. INTERIOR EM—BEDT- MENT MASONRY/CONCRETE I BY OTHERS 1/2• MIN. 1X BUCK BY OTHERS. EDGE DISTANCE HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/ 16• TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYCONCRETE SHIM SPACE #10 SELF DRILLING jlmk SCREW 1 INTERIOR VERTICAL CROSS SECTION WOOD FRAMNG OR 2X BUCK INSTAL.LATIOIV FOR SLLL fNSTALLAnoN SEE SNEETS4-9. NOTES: 1. INTERIOR AND EXTERIOR FWISHES. BYOTHERSE . NOT SNONN FOR CLARITY. I PERIMETER AND JOMR SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE 1NITH ASTM EZI 12 EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2• MIN. 2X BUCK OR EDGE DISTANCE WOOD FRAMING BY OTHERS TRIM SIGNED. 06JP M 17 1 3/a• MIN. MI WINDOWS AND DOORS LLC INTERIOR EMBEDMENT 650 WEST MARKET 1L1111rrrlr J?``Es 930 HOOK STRIP SERIES 420 SGO 96• X 80• NON —REINFORCED La 61 k g10 WOOD FIN AND HOOK INSTALLATION DETAILS TAT OF 1 SCREW COMM Ora Na Iuv i'c••'P[OR1V• O; EXTERIOR INTERLOCKANEL F.A. A 08-00498 E F%sS/DNA 11F1 G YT1. sOu[ NTS °"h 02/23/09 s"MT 10 OF 10 11 HOOK STRIP INSTALLATION LR0WRTOLOAfASRE. Luis R. Lomas P.E2XSUCK40000FRAMING1ANN000FOR0RDtewi$vx E. N0:7= Us•6e 4" Ab+ arMAw" FL NO.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANO MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE OESIGNEO 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 OESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. B. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF 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 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0. Xx, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 EL.EVA71ONS 4 - 10 INSTALLATION DETAILS RCASO" 000R MM GATE I PMCD ADDED FLANGE AND FIN WSTALLATION 12/10/13 R.L. REVISED INSTNATKM DETAILS 06/03/15 REVISED INSTALLATION DETAILS 06/21/17 .L SIGNED. 0&21/2017 MI WINDOWS AND DOORS LLC 1111111/// 650 WEST K REET 011 GRATZ, PA 030ET J SENSF, SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' NOTES AaATOF-Jcl A, O . c`. FORIO • ? IIRAMN: oWG N0. Tely08-02249 C ONAL C\\N 111111I11111 sc4c GAGA NTS 10/30/13s"MI OF 10 LYIa R. Lomas P. E. L ROBERTO LOYA,S P.E. RO LEW r4321WOOFORO *Ivx gRC370S7 4344884yv&Aw&go+ am FL No.: 62514 Fl HI 6' MAX 115 MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART e3 FOR NUMBER OF LOCATIONS REOUIREO 17' MAX O.C. 6' MAX 17' MAX O.C. 16' I - AX AME IGHT JL 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RAnNG IMPACT RATINO t35.0PSF NONE SEE CHARTS o1 AND 42 FOR OTHER UNITS RATINGS NOTES. 1. • MAXIMUM PANEL SIZE: 4e br s 95' I MAXIMUM D.LO.: 44 SV x 90 50, TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL 63•TG REINFORCEMENT (688) AT ALL PANEL INTERIOCI CHART aI WHERE WATER INFILTRAT10N RESISTANCE 1S REOUIRED. tea uATC a cur-. nw I oc5cmP1no" act: APPWI D ICA AD0E0 FLANCE AND FIN W5TA6(ATION 12/10/13 R.L 8 REME0 INSTALLATION DETAILS 08/03/15 R.A.L. REVISED INSTALLATION OETNLS 06/21/17 R.L. DeagR pressum chart (psq RWM S Vb FXW oWW Tatar Frond Waw (h) 3t 30.0 36.0 420 4&0 tit 60.0o noo aa0o a&oo Pos Np Pas I Also Pos Np I Pas Np s4.0 a0.0 56.4 40.0 50.9 40.o 45.7 40.0 420 e&o 40.0 53.2 40.0 4eA 40.0 43.0 39.4 39.4 920 40A 1 52.4 1 40.0 1 45A 40.0 a0.8 3i.1 37.1 a&o 40.0 49.e 40.0 43.1 WA 3&4 35.0 35.0 CNARTa7 WHERE WA TER INF&TRATION RESISTANCE 15 NOT REOUIRED. SEE NOTE 9 SHEET 1 Des9ga prussum Chart (pso Row Skoa rand AV Tow RwM WAth (0) M 30.0 1 36.0 420 4&o in 60.00 7200 e400 96.00 Pos Np Pos Nog Pos Pos Np a SBA 5&4 50.9 0.9 a5.I a20 a2.0" a 552 55R 4&0 4&0 410 E 39.a 39.4 D20 82.a 52a a5.a a5.a a0.6 7L1 37.19S0A49.e 43.t 43.1 3&4 35.0 3S0 CNARr IN Numbsr of anchor loea0onsrapulro0 AN Sa100 Parlal bna Total &ww WWIn Y11 HOW J0.0 Sao 420 40.0 In) 00.0 720 eaA 9&0 N" I JaMb I H&S Jamb NA I Jamb N6S Amb a 4 6 Ir 5 8 6 6 8 6 SLO 4 6 5 6 6 18 8 6 a20 4 6 5 6 e 6 6 6 a 4 6 5 6 8 8 B 8 MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION onaft Oaa N0. s V.L. 08-02249 W-Az NTS °"rz 10/30/13 5ma`2 OF 10 L ROaERFO IOwLS P E. 1432 WOODFaW AD LEIWISVALE. nC 27WJ 4344000609 ' ^4AY44+om SIGNED: 06121/1017 v • GENS' 9J• pT OF 2 NA"taG`' Luis R. Lomas P.E. FL No.: 62514 e A FF HE FLAT MOUNTED HA METALLIC TAHOEM JMINUM 6063•T6 RE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6' MI1X r 17' MAX I II I O.C. I 6' MM 6' MAX 17' MAX O.C. AX LME GMT 6" MAX I SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SIILL HORS PER LOCATION EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS OESIGNPRESSURERATwG AWACTRATING REQUIRED t35.0PSF NONE SEE CHARTS II ANO 92 SHEET 2 FOROTHER UNITS RATOVGS SCHEDULE AT 38 314' ON CENTER FROM AT EACH ENO OF PANEL BOT IT ALL PANEL INTERLOCKS IILv I oc5Otpn01I OAR I- A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L. 6 REVISED 06TALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES., 1. MAXIMUM PANEL SIZE: 48 1/2' x 95' 2. MAXIMUM O.LO.: 44 SV x 9O Sr CHART a1 Numbor oranebor loaadonsroaulrod Frame Fbml or10 Tod Ufa VA61h (in) MOWN 29.4 no 420 1 40.0 60.0 720 8a.0 96.0 HaS I Jamb Nis jamb HaS Jamb Has Jamb 84.0 4 6 S 6 6 6 6 6 Sao 4 6 S 6 6 6 6 6 920 4 8 5 6 6 6 6 6 9" a 6 S 6 6 8 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION V.L 1 08-02249 sr+c NTS °"rz 10/30/13 191EIT3 OF 10 L ROBERTOLOwSP.E. IM10WpOORDROROLEw1 VUE.NC27a•J' a+aaeo6o9 nhMyal alorAvyaaxn SIGNED: 06121/2017 I1` 04f i 9 ; STAT SEOFw OR1aT: • t''` jS ONA 11\ G` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN, EDGE DISTANCE T 1 3/8• MIN. EMBEDMENT 1/4' 1 MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FAVISHES. BY OTHERS, NOT SHOWN FOR CLARRY. PERIMETER AND JONT SEALANT BY OTHERS TO BE OESIGNEOINACCORDANCEW THASTAI E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 11N. cwc U13TANCE Rarslo s oLsc vroN aTe APPROY(p ADI1E0 FIANCE AND FlN 1NSTALLATox 12/10/13 R.L. RENSEO WMALLAT" OUAILS 00/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L. 1 316' MIN, i /4' MAX. EMBEDMENT r SHIM SPACE T- I INTERIOR 1/2' MIN. EDGE DISTANCE lal . I 10 W000 — SCREW EXTEi W000 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS KWO FRAMING OR 2X BUCK INSTALLATION SIGNED: 062112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 0%11111111//, LO,ii ENS•:9JiJ.0 SERIES A20 SGO REINFORCED WITHOUT ADAPTER 1k• jp 51 oa1t _ 9TA X 96' FRAME INSTALLATION DETAILS o /k5 EZy , TAT OF 1MGY1E V.L. tnc No. OS-02249 Rev C O . 41 .;°1OR10T; • ?: scu[ NTS10/30/13 s"0'4 Of 10 L.RMRr0LGrKSP.E. wOODF0R0 RD1Q2LEw*V"E, Nc zMV Lyle R. Lomas P.E. a. aesoeos Aomapllan,yp,.om FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4- MAX. e r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II ' II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT f10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2'" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR F/NISNES, BYOTNERS NOT SHOWN FOR CLAR(N 2. PERIMETER AND JOINT SEALANrBY OTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM E2112 T 1/2• MII EDGE DISU I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS iavmohs RN ocscRp110R OTC •PPROV0 A ADOED FLANGE ANO nN INSTALLATION 12/10/13 1 R.L. B REV15E0 INSTALLADON -DETAILS 06/OJ/15 R.L. C REVISED INSTALLATION OETAILS 06/21/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: OW 1no17 MI WINDOWS AND DOORS LLC 11t11II1I//, 650 WEST MARKET STREET 0 5!;'. L0.1j/i CRATZ. PA 17030 Ny.' SERIES 420 SGD REINFORCED WITHOUT ADAPTER coa9TAL9OFRAMEINSTALLATIONDETAILSE 1 , TAT OF az OR rx v.l OrC RO. REv i t`•OR10T' ij,`r/ONALse"Z 08-02249 C G`NN lllllltll NTS 10/30/13 —5 OF 10 LROSERT010MASP.E. 14T2 WOODFORD AD Lfw15VRLE, AC 170:J Luis R. Lomas P.E. a6480440 „m„ FL No.: 62514 1 1/2" MIN 1" MIN. I. RLV61016 Rev pCV-RpTM 04TL APPROVEDSEPARATIONEDGEDISTANCEr 4 ADDEO FLAma AND FlR wwALuAnoN 12/10/13 P-L 6 REVISED INSTAIlATION DETAILS 08/03/15 R.L. a'; " C REVISED INSTALLATION OETAILS 06/21/17 R.L. 1 1/4" MIN. i. EMBEDMENT 1 1/4" MIN. CONCRETE/ a' ' EMBEDMENT MASONRY 1 BY OTHERS 1/4• MAX. SHIM SPACE OPTIONAL Ix BUCK TO BE 1/4' MAIL 1' SHIM SPACE MIN. : •° INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 I 3/16" TAPCON 3" V .. •. MIN • , I SEPARATION • EXTERIOR INTERIOR SILL TO BE SET IN A BED OF v " APPROVED SEALANT 3/16" TAPCON EXTERIOR 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL IX BUCK CONCRETE/MASOYRYINSTALIArION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET I a ----F NOTES: a, 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS. e.. •': ' .. EMBEDMENT NOr SNowN FOR CLARITY. a :• d Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE a' DESIGNED INACCOROANCE wffHASTME2112 SIGNED. 0612112017 MI OWS AND LLC 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE 650oWEST MARKETET STDOORS GRATZ. PA 17030 ter .G rr IV VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER CONCRE7PAl1ASONRYINSTALIAT101J 9 6tFRAMEINSTALLATIONDETAILS1 • TAT OF oRw,e owcRo. REV 'o•[OR10;•? v.l 08-02249 C NAI st:4c NTS °n 10/30/13 s'0CT6 OF 10 1111111Lt0 L.R08ERTOLOINA,SPX. 1$Z WOOOMRO RO LEWISVALE. AC 270Z1 Luis R. Lomas P.E. 4364"46" amusaftm o m" FL No.: 62514 1/2' MIN. EDGE DISTANCE W000 FRAMING F 1 r 1 3/8' MIN. OBY OTHERS R 2X SUCK 1 EMBEDMENT I 1 / 4' MAX. SHIM SPACE 11110 WOOD SCREWS EXTERIOR U UJ INTERIOR f0 BE SET IN OF DAD SEALANT f10 WOOD SCREW 00 FRAMING OR 2X SUCH BY OTHERS MIN. vIENT cwc VIJ /V9yG VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. WTERIOR AND EXTERIOR FINISHES. BYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 MASO $ 1 a c APWIAYm ADDED FLANGE AND FIN INSTALLATION 12/1o/IS R.L REVISED INSTALLATION DETA1lS OE/o3/15 a.L REVISED INSTALLATION OVALS 06/21/17 1 R.L 1 3/ 6" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE INTERIOR 1/ 2 MIN. ' EDGE DISTANCE n: 10 WOOD SCREWS EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED. 0& 21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 i1111II1I,, S Ve L 00E N' SERIES 420 SGO REINFORCED WITHOUT ADAPTER F• O 51 fM FLANGE INSTALLATION DETAILS pO•• TAT OF 08-02249 REV C Lc as NTS 10/30/13 7 OF 10 L.ROSEAT000 " P.E. 14V WOODFOW RDLEVASVALE NC t70.J as LuisR. LomasP.E. 4344&%WAV eOamaQflpryMpraan FL No.: a METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE j— DISTANCE EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOwN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE tMTH ASTM E2112 1 / 4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT L 1/ 2- MIN. EDGE DISTANC r 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS IMNISO14 Rfl. OLSCI+vIION OL1E APPRRM A ADOM fWCE ANO nN INSTALLATION 1 12/10/i— R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION OETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWSDOORS LLC K Ril+iO ii 650MARET STREETGRATZ. PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER Z * 5 96' X 96"TIO FLANGE INSTALLATION DETAILS psJ 6E a — TATOFaur1AV.L. I1rc 08- 02249 C s1O scuc NTS °"R 10/ 30/13 y'aT8 Of 10 j/OfNAII O\` LRoo STOLOM"PE. 1+ 3t 0000MR0 RD LEVASVXLE MC Z7Q:1 Lula R. Lomas P.E. 4ud"409 $m u, vwa,za.=M FL No.: 62514 1 1'/2- MIN. 1- MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. CONCRETE/ . ' a; ' EMBEDMENT MASONRY BY OTHERS 1/4- MAX. SHIM SPACE OPTIONAL_ 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON EXTERIOR U_J UJ INTERIOR SILL TO BE SET IN A BED OF 3/16- TAPCON APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS T a 1 1/4' MIN. a EMBEDMENT 2 7/So MIN. 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETSUASONRY INSTALLATION 1 1/4- MIN. EMBEDMENT MIN. ` EDGE DISTANCE MIN. SEPARATION 3/16' TAPCON ' 01 CONCREWMASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLV19W4 Rw DCSCFW noN att A9PAOYl p A ADDED FLANGE AN0 nm INSTALlAT10N 12/10/13 R.L 0 RENSEO INSTAL ATIoN OETA0.5 Oa/03/15 R.L. C RENSEO WSTALLAT1pN OETNLS 06/21/17 R.L. i/4 MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETEANASONAY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. 8YOTHER$ NOT SHOWN FOR CLARITY. ' 2. PERMIETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTIu E2112 SIGNED; 0&2TA20T7 MI MONS AND OOORS LLC 1ltullrr/AA 650 WEST MARKET STREET CRATZ. PA 17030 G E NSA SERIES 420 SGO REINFORCED WITHOUT ADAPTER FLANGE INSTALLATION DETAILS 4— TAT OF t1,2pG PAc•-'clOR107' `4`. oRAwk V.L. o,c r+o. 08-02249 aw C OIj1 Ii1?\`` SCALENTS °n 10/30/13 s"aT9 OF 10 LRMERTOL*"SP.E. 74v w0Cl0FOR0 RD LEv*?SvxLE. IYCYJ027 Luis R. Lomas P.E. 4U4dbQ6w 46,usawmawomn FL No.: 6251 A WOOD FRAMING --I 1/4' MAX BY OTHERS I r SHIM SPACE 1 1/4' MIN. EMBEDMENT v I APPROVED SEALANT BEHIND FIN i8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN g8 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL ROOD FRAMING OR 2K BUCK INSTALLATWN 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 1NSTAL ATION FOR SILL INSTALLATfON SEE SHEETS 4.9. re-Sgla OCSCRPTp" arc PPMVCD A ADOEO FLANGE ANO FIN INSTALLATION 12/10/13 R.L. 8 REVISED I,tl5TAL1AT10N OETMLS 08/03/15 R.L. C REVISED eMALlAT10N DETAILS 06/21/t7 R.L 1 5/8' MIN, EDGE OAST. TRIM INTERIOR MIN. ENT MASONRY/CONCRETEBY TPROPERLYOTHERSX HOOK STRIPX BUCK BY OTHERS. BUCK TO BE SECURED EXTERIOR -"' P,Na INTERLOCK HOOKSTRIP INSTALLATION MASONRY.+CONCRETE 1/2' MIN. EDGE METAL STRUCTURE BY OTHERS 1/2' MIN. DISTANCE EDGE DISTANCE TRIM INTERIOR MIN. EMBEDMENT T HOOK STRIP HOOK STRIP — 11RSELF DRILLING 10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE ZX SUCK V000 FRAMMVG SIGNED: 0612T/2017 MI WINDOWS AND DOORS LLC 650 MARKET 03 N LIIItIrfIII JR..GRATZ.P N E44, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 61 rtMr• 4TA96' X 96 NAILFIN k HOOK 1MSTAlAAT10N DETAILS jE OF C: NOTES: 1.WTER00RANDEXr&WRFWISIIES, BYOTHERS NOT SHOWN ore ` 08-02249 alv i t`':c OR1OT:• FOR CLARITY• 2.PERIMETERANDJOINT SEALANT BYOTHERS ToBE C I1 10/ 30/13 s'T10 OF 10 F436450'"" iONAtE G`` IIIfIIII111L DESIGNEDIN ACCORDANCE M4THASTM E2r)2 LROBERTOLONA03P.E. 141211000RM RO LEW*W LE. NC 27027 LYIi R. Lomas P.E. 4*nA$Vbft sM.,Gm . FL No.: 62514 uv00ra an 000WOO1 a1L APPROM A ADDED CHARTS 03/06/12 R.L 0 REVISED PER NEW TESTING 10/15/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED A40 MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L REQUIREMENTS OF THE FLORIDA BUILDING CODE. 0 REVISED WSTAUATION DETAILS 08/05/15 R.L 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 R.L TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4„ ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFO IR D 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 p10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). SIGNED. OW212017 D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 .048' THICK. MINIMUM MI WINDOWS AND DOORS LLC15. APPROVED CONFIGURATIONS: XIX. 1111IIIfA/// aE1V650WESTTMARKET PA STREW J\5 O?t,, G `SE'9s i SERIES 430 SGO 5 143' x 80' NON REINFORCED rj0,a a/k5NOTES fay TABLE OF CONTENTS y1,1ft owc MD, my 'F•' c ORla';• ' SHEET NO. DESCRIPTION F-A. 08-0000502 E 1 NOTES o rcHTS 02/23/09 1 OF 9 2 ELEVATION LAM14NWODPOWORRDLEVWWVNAE.,VC2M23 Luis R. Lomas P.E. 3 - 9 INSTALLATION DETAILS A.W4118-0609 dion a I"a"A o cm FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX ` J 17_ MAX O.C. 6. MAX_ I 6' MAX L 17' MAX 80' O.C. MAX RAME T- 6' MAX X C X SERIES 430 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING s40.0PSF NONE SEE CHARTS aI AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SITE: 48 lrrx 79' 2. MAXIMUM O.L0.:44y4•x749.8• PLAT MOUNTED HANDLE SET M44.145) AT 38 3I4- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-1e5) AT EACH ENO OF PANEL BOTTOM RAILS RO/ I It APPItM A ADDED CHAR15 03/06/12 R.l. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED NSTALLATION OETAILS 08/05/15 R.L. E REVISED INSTA(LATiom DETAILS 06/22/17 R.L CHARTat WHERE WATER INFXTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Fron1a Haight in) Shcgle Panel and Total Frarno Width (in) 30.0 90.00 1 34.0 1 108.00 1 420 1 126.00 1 47.7 1 14100 Pos I Noy I Pos I Nog I Pos I Nog I Pos I Noy 80.0 40.0 1 54.9 1 40.0 1 48.0 1 40.0 1 432 1 40.0 1 40.0 CHARTA7 WHERE WATER INFIITRATICN RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (psO RWM Single P411e1 end Total Frame width (in) Heigh 30.0 90.00 36.0 108.00 420 126.00 47.7 143.00 Pos I Nag Pos Nog Pos I Nog Pos Noy 0.0 S4.9 1 54.9 48.0 a8 0 43.2 1 43.2 40.0 40.0 CHART4•J Number of anchor locations required Frame Height in) SYgb Pand and ToW Franc Width (in) 30.0 90.0 3G0 10& 420 280 47.7 s3.0 N6S Jamb N6S Jamb N63 Jamb Has limb 0.0 6 5 7 5 1 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 MAX NTS e"n 02/25/09 -2 OF 9 L R08E8TOLOfA" RE 1472 WOOOFORO RO LEWSVUF- AC 27= 4a1.Qaa p9 e4 mnprwnvp..aom SIGNED: 06/2212017 CENSF'1s S 4 „ 61261 • Q; STTAY OF S ONA110 G. Luis R. LOM03 P.E. FL No.: 62SIA WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDuENT 1/4' MAX. SHIM SPACE EXTERIOR II I 11 II 11 If INTERIOR 1 3/8' MIN. EM8EOMENT 1 1/2' MIN. EDGE DISTANCE SET IN APPROVED IIt10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS B10 WOOD MIN. SCREW VENT WOOD FRAMING OR ZX BUCK BY OTHERS GWC VWIM.G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8YOTHERS, NOT SHOWN FOR CLARRY. 7. PERIMETER ANO JOINT SEALANT 8YOTHERS TO BE DESIGNED W ACCORDANCE WITH ASTAM E2112 1/4' MAX. SHIM SPACE RLV19wG Rn OCVKV H OATC APPROV(D A ADDED CWIRTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FL4NGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTAuATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR rEXTERIOR JAMS INSTALLATION DETAIL WOW FRAMING OR 2X BUCK INSTALLAnCN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00502 scut NTS 02/23/09 —3 OF-9 L R08ERTO LOMAS P.E. IAU WOOORORD RO LEWISVRIE. NC 27= 46488,ffa t wr as0*ft vq r wm SIGNED: 06/2217017 0 gip• TAT 5EOF4 0NA 11Fo Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. Inv Rnmoxa otscRpf N GATE yPROVID EDGE DISTANCE METAL A ADDED CHARTS 03/06/12 R.L. STRUCTURE 1/4• MAX. BY OTHERS 8 REVISED PER NEw TESTwG 10/15/13 R.L. SHIM SPACE l7il L ADDED fLMGE MWALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETALLS 08/05/15 R.L. 1/4• MAX.E REVISED INSTAUATION OETNLS 06/22/17 R.L. wFr r SHIM SPACE L_ I CZEE12%- 1/2• MIN. 110 SMS OR EDGE DISTANCE INTERIOR SELF DRILLINGT-- SCREW 010 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE AVSTALLATIOM NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 INTERIOR L TO BE SET IN BED OF APPROVED LL/WT 110 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS EXTERIORri SL—L JAM8 INSTALLATION DETAIL METAL STRUCTURE WSTALLATKIN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143` x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRUM. owc F.A. 08-00502 scKE NTS o`h 02/23/09 V'W4 OF 9 L R06ER1CLOMM P.E. 14-M w000FGRD RD LEI"SVUE AM. 27027 47a6Rfaw Affwx0wbnu4wmm SIGNED: 0&222017 REiLIO:.yCNSF .`i' 0 51 ••*=_ E OP ; 1ONA"E 10 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 1 1/2' MIN. 1' MIN. SEPARATIQN I EDGE DISTANCE 1 1/4' MIN. c EMBEDMENT 1/4' MAX. SHIM SPACE 3/16' TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE •'a DISTANCE 3" MIN. SEPARATION • .. 3/ 16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1/4' MAX. SHIM SPACE EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ALVISgNS ocscRPllan oac Ai'PNW<n ADDED C1MRT5 03/06/12 R.L. REVISED PER NEW TESIWG 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DEW LS 08/05/15 1 R.L REVISED INSTALLATION 0ETNLS 06/22/17 R.L INTERIOR C;D a JAMB INSTALLATION DETAIL CONCRfTEAWASONRY INSTALLA700N MASONRY/ 1 1 13 CONCRETE BY OTHERS a 1 NOTES. i 1/4MIN. 1.INTERIORANDEXTERIOR FINISHES. 8YOTHERS, EMBEDMENT NOTSHOWNFORCLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTA1 E2112 2 7/ 8' MIN. I 1• MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJAI4SONRY INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 $ GO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS owlrx: 0wc Ro. F.A. 08-00502 s uc NTS GOE 02/23/09 s"W5 OF 9 L RMRTO LOYA,S P.E. 14M WOOOPOW RD LEWISVU& NC 2M 47.1, senso6at9 dw&uvsonagw.mn SIGNED: 06/ 22/2017 L1RISIILIo4f 1' 1 A OF • o:: Ivy: tn' a OR10P •? so, ONAi1Fa6\ Luis R. Lomas P.E. FL No.: 6251 A WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK eY OTHERS 1 /2' MIN. EDGE DISTANCE 1 3/8' MIN. EM8E4MENi 1/4' MAX. SHIM SPACE EXTERIOR II I 11 11 11. 11 INTERIOR GWG VIJIN\.G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BV OTHERS. NOT SHOWN FOR CLARITY! 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W THASTM E2112 SET IN APPROVED MIN. SENT 1 3/8' MIN. EMBEDMENT 1 /2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE Ra I ocv_gwlw an Aei11avw A ADDED CNARTS 03/00/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FIANCE INSTALLATIONS 12/05/13 R.L. 0 REVISEO INSTALLATION OETNLS 00/05/15 R.L. E RENSEO WSTALLAnON DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLACK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS CRAM awc N& F.A. 08-00502 VKC NTS o^W 02/23/09 gaT6 OF 9 L. ROOERT040"SP.F. 14" WOOOMR0 RO LEMSY4LE. NC 2M= 4366204M 4*rus4*0wLmWo*wn SIGNED: 062MI7 0, QW4r A ORIOT; • ' 10NA 10%v` LU13 R. Lomas P.E. FL No.: 62514 1/2' MIN, METAL I EDGE OISUNCE r STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 1 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR L TO BE SET IN 3EO OF APPROVED ANT 10 SMS SELF ORILI SO METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOWT SEALAA/TBYOTHERS TO BE DESIGNED W ACCOROANCE WITH ASTM E2112 RDSONS Kv oocR~ DUE APPRa/L9 A ADDEO CHARTS 03/C6/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVSED INSTALLATION DETAILS 05/05/15 R.L. 1/4' MAX E REMSEO INSTA,LATION DETAILS 06/22/17 R.L. r SHIM SPACE MIEDGE INTERIOR DISTANCE T- I I 10 SMS OR aSELFDRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALIATION MI WINDOWS AND DOORS L'LC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS oRWM owe Rt1. F.A.08-00502 acAM NTS o"h 02/23/09 1 S"M 7 OF 9 L ROWRTO LOWS P.E. 14= w000sGRD RD LEMSVUES NC 27021 4143050 ;A n z0*wRhpLmm SIGNED: 0&22/2017 S 1IR1111`l0////i 4. TATEOFF` O. F' F 0R10P• S1ONA 11S*"\ ` Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS i' 1 1/4MIN. a EMBEDMENT i3/16- OPTIONAL 1X BUCK TO BE PROPERLY SECUREDSEE NOTE 3 SPACE SHEET1TAPCON EXTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE ..' v DISTANCE MIN. SEPARATION a''•. 3/ 16' TAPCON 3/ 16' TAPCON SILL TO BE SET IN A BED OF APPROVED . SEALANT CONCRETE/ MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS 3 • 1 1/4MIN. EMBEDMENT INTERIOR 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET& MASONRY INSTALLATION 1/ 4' MAX. SHIM SPACE EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 a0loorlS ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION OETNLS INTERIOR 0 JAMS INSTALLATION DETAIL CONCRETHMASONRV INSTAL ATION NOTES: 1. WMRIORAND EX7ERIOR FWISHEA BY OTHERS. NOT SHOWN FOR CLWN.. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED NV ACCORDANCE WYTH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS oOw. ore ramF. A. 08-00502 f NTS 01 02/23/09 —8 OF 9 LROBERYOLOIW5P. E.143T WOODFORD RD LEMSVUE, NC YYD77 n. aasacoB .wmas rAr,.yucnm APPRDY( D DATE03/ 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: Otu22/2017 J` S C, EN10'9,/i gip•, TAT SE OF •a= Z iO cL` FL ORIaT; • ?: Lulls R. Lomas P.E. FL No.: 62514 1 5/8• MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP ---- d d 1 1/4" MIN. EMBEDMENT f' IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR a_ -' PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP 11<WS10015 a" ocs«Pnom GAR APPAOK6 A ADDED CWWTS 03/06/12 R.L. 8 REVISED PER NEW TESTWG 10/15/13 ILL. C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS O6/05/15 R.L. E REVISED INSTALLATION OcrALS 04/22/17 R.L. METAL STRUCTURE 1/2• MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP L SCR# 10 SELF DRILLING SCREW PANEL 1/2" MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARI'N 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST1N E2112 1 3/8' MIN. EMBEDMENT IQF l0 WOODREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKANOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED HOOK INSTALLATION DETAILS 61arx 0rC Na F.A. 08-00502 stxc NTS ° 02/23/09 s"W9 OF 9 L ROBERTO LO MS P.E. 14M WOODFORD RO LEWISVUE, MC -7= 4N-6866609 dbM=QIrAwzMv c an SIGNED: 0&2WO17 5 IRE Al 0 CA, A St. 9J1 L 13 TAT SEOF •ivy SIONA 11Ea Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. a. 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 ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00NOTREQUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO - 10. FOR ANCHORING INTO WOOD GFRAINGORLENGTH/OVERHANG 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 1.4 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 WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A WOOD — MINIMUM SPECIFIC GRAVITY OF. C-0.42 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 18CA, 33KSI OR ALUMINUM 6063—T5 .048- THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION nFTAII c I'-• I . • I arc I Ai MY0 1 A I AOOEO CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESRNG 10/15/13 R.L. C ADDED FIANCE INSVALLAnoms 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. L REVISED INSTALLATION DEVILS 06/22/17 R.L SIGNED: 06/2M17 MI WINDOWS AND DOORS LLC 650 WESTSTREET TZ. MARKET 30 0%IM11111, J S ! , 0,9ENy,. SERIES 430/"0 XIX SGO 1a3' x 9NOTES NfORCEO_ o FATAYOPOryz i's ; lO RtO: G`. FDRA owc o av 08-00503 E s/1011jIA111E``` Luis R. Lomas P.E. sou[ NTS 0/TC 02/23/09 slbtr 1 OF 9 L RMERIOcOwASP.E 14-Vm1000FOMRDIBWISvnaEAC27= AU4684M '4v spbumrw"awm FL No.: 62514 5' MAX - 6' MAX L 17" MAX O.C. 96- T- MAX FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH 6' MAX SERIES 43W440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t4O.OPSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMU.VI PANEL SIZE: 40 V 7x 95' 2 MAXIMUMO.LO.:44374'x90S4r HANDLE SET (9944.143) AT 37 AT INTERIOR FACE OF OPERABLE NEW KSCIA-IM A ADDED CHARTS 8 REVISED PER NEw TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CM4RT01 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS AEOUIREO SEE NOTE 9 SHEET I Design prossuro ChOIt (050 Fone 9 PWW and T" ftm V.-Im (n) M 30.0 1 3LO 420 47.7 M) 00 10A00 12co0 143.00 Poe Nan Pas I Nan as Np Pas Nan Cao a00 160A 40.0 57.9 40.0 52.0 1 40.0 46.0 L0 40.0 W.0 1 40.0 1 54.6 40.0 44 S 40.0 45.0 VZO 40A 1 59A 1 40.0 1 51.7 40.0 48.t 00.0 42.3 0 49.0 1 35A 1 40.0 1 490 40.9 73.7 40A 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE Norc a SMFFT 1 Ooslgn pressure Chart (pso Franc S P W ao0 TOW FrWm 7d01(h) No" 0 1 no 42.0 47.7 00 moo s0A00 126.0 14100 POa I Nail Pos 1 NOn Pas Nso Pas Nev 4.0 Go. 5 57 520 520 480 460 0. BA U. B 960945.0 45.0 920 59A I59A 51.7 51.7 46.1 a8.1 423 423 no 3S6 5&6 aA0 a90 a3.7 ai 400 400 cNART.9 Numberelenderlo"M rife ulla0 As Soda Panel and TONI Frwm %vm (In) Mandl 300 30.0 1 a2.0 47.7 N) Sao fo6.0 126.0 1410 Nis Jamb Nis Jamb N6S Jamb NiS I Jamb a 6 6 7 0 8 6 9 6 660 7 8 7 6 B 8 9 6 110 7 6 7 6 6 e 9 6 0 7 0 7 8 B 8 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGO 143" x 96" REINFORCED.' ELEVATIONS F.A. 1 08-00503 SCALE NTS 02/23/09 5"W2 OF 9 L ROBERTO LOMASAE. 14x7 WOOOFORD AO LEWSVALE NC 27= 4344434609 dbmrspo"na oama MTE APPR04D 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. SIGNEO: 0612212017 J S `- ! I - . 1tol i Q E OF ; ry S/ ONAiON Luis R. Lomas P.E. FL NO.: 62514 WOOD FRAMING OR 2X BUCK By OTHERS 10 WOOD SCREW 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. I EDGE DISTANCE 1 3/8MIN. EMBEDMENT 11/ 4- MAX. SHIM SPACE EXTERIOR II 11 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR F6YISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALAMByOTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1 3/8' MIN. EMBEDMENT 1_ 1/ 2' MIN. EDGE DISTANCE y10 WOOD SCREW BE SET IN F APPROVED MIN. VENT WOOD FRAMING OR 2X BUCK By OTHERS 1 / 4 MAX. SHIM SPACE Rp6KIN9 RCV COMMON OA1C APPROVO) A ADDEO C1QM 03/06/12 R.L. B RVASEO PER NEW TESTIK 10/15/13 R,L. C ADDED FL/IPtCE INSTALLATIONS 12/06/13 R.L. 0 RENSEO INSTALLATION DETAILS 06/05/15 R.L. E REAISCO INSTALLATION DETAILS 06/22/17 R.I_ JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS CPAM OrC w0. F. A. 08-00503 sau NTS — 02/23/09 3 OF 9 L ROBERTO LQAW Y.E. 1/ 32 WL700FORD RD LE WMVULE NC 27M CU6594609 elwrwowixuM aco" SIGNEO. 0&2MO17 it ILIQ,', v No, .0 i 0 61 fr T Of ; II0tiA 11 1`` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL 1/4• MAX. STRUCTURE SHIM SPACE BY OTHERS ML I #10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR TO BE SET IN 1EO OF APPROVED J.ANT 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINZHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOLVTSEAIANT BY DOWERS TO BE DESIGNED W ACCORDANCE WI1H ASTM E2112 1/2• MIN, EDGE DISTANCE 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4- MAX. SHIM SPACE A I &MIUM 0L"ION5 av OESORPT N Due MPROIiED A ADDED CWWTS 03/06/12 R.L. B RC41SEO PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 03/05/15 RA. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06r"O17 MI WINDOWS AND DOORS LLC x0litiIIIII// 650 WEST MARKET STREET J\? . • • '1/9GRATZ• PA 17030 GENSF.s SERIES 430/440 Xlx SGO 143' x REINFORCED FRAME INSTA1ATtON DETAILS o TAYOO oa.ne owe No. REV F.A. 08 00 3 E Luis R. Lomas P.E. FL No.: 62514 aTENTS 02/23/09 4 OF 9 LRONRTQLOIYA.SP.E 14.V WOODFO RD RD LE4NSVI" RG Te..IJ 434433-am dkwNsv&*=wssom CONCRETE/ MASONRY BY OTHERS OPTIONAL Ix BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN. SEPARATION 1 EDGE DISTANCE I 1 1/4' MIN. d1 a EMBEDMENT EXTERIOR 1/4' MAX. J SHIM SPACE 3/16' . TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE v DISTANCE 3 MIN. SEPARATION e ' •'. 3/16' TAPCON SILL TO BE SET IN ' A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT L 2 7 181".MtlN, 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCWET154144SONRYINSTALLATOV 1/4' MAX, SHIM SPACE INTERIOR RLMtsq/6 of3CR ftm MR: O APPROWADDEDCNAM03/06/12 RLPCREVISEDPERNEWTESMC10/15/13 R.L. ADDED F1AMM INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 05/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. u • EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETIYMASONRYINSTALLATTON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIORAIVO EXTERIOR 17NJSHES. SYOTHVM NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITHASTM E2112 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS GRAM, owe wo. F.A. 08-00503 sou[ NTS 164c 02/23/09 —5 OF 9 L. ROURTO LONA,4 P.E. 14W V4000FO W RD LEW4VUE, VC 9M27 asLEds•D6p11 lswna oeRURasaonl SIGNED. 06,2212017 i GENSF'`t' TOF ; ONA11 yG``\ Luis R. Lomas P.E. FL No.: 62514 10 FRAMING t 2X BUCK BY OTHERS g10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. I EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WO00 FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WAIN ASTIAE2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8' MIN. EMBEDMENT 1 3/8' MIN. EMBEOMENT T- 1/2' MIN. EDGE DISTANCE I10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. r SHIM SPACE ans ons av ocscaP11o11 are APPROVIM A ADM CKARTS 03/00/12 R.L. B WASED PER NEW TESTING 10/15/13 R.L. C ADDED TLANCE INSTAIl/IT10N5 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" : 96" REINFORCED FLANGE INSTALLATION DETAILS 00taft owe 1a. F.A. 08-00503 sty[ NTS o"1C 02/23/09 —6 OF 9 L ROWRTOCOMAS P.E. 14M WOOOFORO RD LEWISVILLE RC V= a3l6fS460 fiWanVolmnaro..co,. SIGNED: 06222017 4, i 0 5 •*= T OF :l i cL`' ORAO • ? Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN EDGE DISTANCE MA 1 tl7KJPf u• I cnivn 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AOVD EXTERIOR FINISHES. SvOTNER$ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO W ACCORDANCE WTTHASTM E2112 1/4' MAX. SHIM SPACE OR LUNG LTOBESET IN BED OF PROVED SEALANT 1 1/ 2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 / 4 MAX. SHIM SPACE RLV19pvs Rv ORL70ivTI0n LUTE APFfA 1 A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 RL C ADDED FORCE INSTALLATIONS 12/06/13 R.L. 0 REVISEO INSTALLATION OETAILS 03/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS oPAbft owc No. F. A. 08-00503 s NTS o" 02/23/09 —7 OF 9 L ROBERTo co"AS P.E. µit W000FOR0 RO LEMSVWX. AC 27= 8060609 r6x uf l4nyppra7,n SIGNED: 06aZ2017 R! ILI° J y. A ' TAT EOF sco is ONA11`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 1/4' MIN. a, EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 1/4' 1LI1X SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16' TAPCON —\ INTERIOR 1 1/4' MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE ° MIN. SEPARATION ° 3/16' TAPCON SILL TO BE SET INABED SEALANT F APPROVED CONCRETE/MASONRY BY OTHERS MASONRY/ 111 III IIICONCRETE BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. -A__4_ 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEJMASONRYW8TALLATTCNN INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RM901b; REV ocsow " OUC A9PRWW A ADDED CHARTS 03/06/12 R.L. B REVISEO PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 Rd, 0 REVISED INSTALLATION DETAILS 00/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETE/MASONRY W STAUA770M NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOM FOR CLARITY. 2 PERIMETER AND JONR SEALANT SYOTHERS TO BE DESIGNED IN ACCORDANCE V4 NASTI4E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS cowl orwc No. F.A. 08-00503 sett NTS " 02/23/09 j&4w8 OF 9 L ROBERTO LOh"S P.E. 14M VOODF42RO RD LETVLSV4LE. NCV= 43d4&%Nw fflwA"v&ftftz*"mm SIGNED: 06/22/2017 pENs'si 9. OTATTOF"',crz i S'OMA 11 E N\\ Luis R. Lomas P.E. FL No.: 62514 1 5/8- MIN. EDGE GIST. TRIM —` INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP - 1 1/4' MIN. EMBEDMENT r 1X BUCK BY OTHERS, BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR 1 ` PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYA70NCRETE INTERIOR TRIM HOOK STRIP 1/2• MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 010 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKM1NOOD FRAMING RLrL4o115 oesc nmN MA APPAIN O AWED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L AOOED FLANGE INSTAUAnONS 12/06/13 R.L REVISED INSTAUATKIN OETAILS 08/05/15 R.L. REVISED IRSTAUATION OEUILS 06/22/17 1 R.L 1/2' MIN. METAL STRUCTURE EDGE DISTANCE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW u PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLARfM Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 064M2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA.17030 01%111111/1/ yJ\5 ItL !/, G GEN`SF•`P% SERIES 430/440 XIX SGO 011' ATATTOF 143" z 96" RNfORCEO'NOOK INSTALLATION DETAILS l0 olu, 1N 0«e Na Irty iv'FS:c OR1CT; F.A. 08-0000,T503 E *10/0MA1i1 o1CNTS02/23/09 9 OF 9 L Rmmv LOU"P.E 14' RN000FOROROLEMSvnLE.NC27M 43& 6"4GM ION bnusDr mm Luis R. Lomas P.E. FL No.: 62514 I 1. r ProfessionalBusiness & Regulationi 0 SCIS Home I lag In I User Registration I Hot Topics Submit Surcharge Slats a Facts Publications FBC Staff SCIS Site Map Links Search FI dda Product Approvaldopr0 ® USER: Public User 21 h.N fYV Product Approval Menu :-.Product or Application Search :,,Application Uu > Application Detail OfFICE OF THE FL # FL9174-R12 SECRETARY Applicatlon Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE-46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-I IS 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1112 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval O1/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 Ii 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.Ddf FL9174 R12 11 324620 P16 lamb Connection SUDD sipned.odfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 H 324620 P16 lamb Connection SUDD sipned.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-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R1Z II 0230-318960-PIO S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 11 324620 P16 lamb Connection Suop sioned.DdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart slDned.odf Impact Resistant: Yes FL9174 R12 11 324620 E16 lamb Connection SUDD sianed.Ddf Design Pressure: +30.00/-33.50 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-OO1112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 19100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0234-319022-P6 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slaned.Ddf FL9174 R12 it 324620 P16 lamb Connection SUDD slQned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' 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 1i 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supolement Chart sipned.pdf FL9174 R12 11 319040 PI Post Istall Instructions sipned.odfImpactResistant: Yes FL9174 R12 11 324620 P16 lamb Connection SURD sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL2174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 It 324620 P16 Jamb Connection SUDD sipned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL2174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-126 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Supp slaned.odfImpactResistant. No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.PDF Created by Independent Thins Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL2174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 11 319040 Pl Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection SUDD sianed.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0237-319025-127 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL2174 R12 11 319040 P1 Post Istall Instructions sipned.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 lamb Connection SUDD sipned.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 Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5220/5140/6100/9100/9400/9600 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 0600-319026-135 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 H 324620 P16 Jamb Connection SUDD sinned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart slaned.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD slaned.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 11 324620 P16 Jamb Connection Supp sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0603-319029-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: No F19174 R12 11 324620 P16 Jamb Connection Supp sianed.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24' Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-126 Saidf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 ll 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 11 319040 P1 Post Istall Instructions slaned.odf FL9174 R12 11 324620 P16 Jamb Connection Supp 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-OOIRZ 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 FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD slaned.odfImpactResistant. No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 11 0606-319032-P7 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 11 319040 PI Post Istall Instructions slaned.odf FL9174 R12 iI 324620 P16 Jamb Connection SUDD slaned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 118' 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 iI 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 Ii 307494 P11 Track Supplement Chart sianed.odf 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 sianed.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 40608 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 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 11 324620 P16 Jamb Connection Suou sipned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.Ddf FL9174 R12 11 324620 P16 Jamb Connection SUDp sipned.DdfImpactResistant: No Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back I Nettt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida Is an AAJEEO 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 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 ema16 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 Ir you are a licensee under Chapter 455, F.S., please cock t=. Product Approval Accepts: PM Credit Card Safe 15, 2017 Florida Product Approval o Whom It May Concern: of Independence certify that I meet the requirements of "independence" as it relates to Overhead Door orporation. 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. rdon Thomas, P.E. PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope OWN' D., vsF N ; No. 46718 STATE OF <(/ 1 O '•. FCORIOP••'' s10NAL ? ` Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. H. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8117, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 I11. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the •deflection and wind load resistance for the steel back plate would be equal or better than the currently approved 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. following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size 9' x 8'-9" 16' x 8'-9° 16' x 6'-9' 16' x 8'-9° 9' x 8'-9° xH Desig 26.90/ 15.30 / 25.90 / 30.00 / 43.201 Pressure 30.80 psf 17.00 psf 28.80 Psf 33.50 Psf 49.60 Psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impa t Yes No Yes Yes Yes Ratin Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model I # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 Psf Bac 'er 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 Raton Yes No No Yes lien. Yes Table 1 B — Doors under Evaluation ` `OWN ' UCEIVsFyO v7 STATE OF 2 'SZONAL ENG`\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xN 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 ,.\ Impact Rating No Yes No No Yes Q- Table 1C — Doors under Evaluation iiiirrrr ENse No. 46718 Cr STATE OF R P N FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 10// Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' 18'x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / 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 319034-105 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion COR O.••(•j . S/0 E . t/11NAV iZtv31 7 LAU) l 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 501 Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 15, 2017 Florida Product Approval o Whom It May Concern: oflndependence certify that I meet the requirements of "independence" as it relates to Overhead Door brporation. 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. Gordon Thomas, P.E. FL PE # 46718 E 4UPACT RESISTANT GAZING OPTION - .0I0• MINIMUM 30 GLAZING N UOLOEO FRANCS SCRCNED 13 GA HdUZ ANGLE TOGEMQ 1ITH A HNMAN OF (4) /4.1' SCREWS IISTW O IN TOP OR WXFIWOATE SECTION (MtH ON VAIMOIT Or.COATIVL NSCR S) MFiT$ 100081 STATIC 13 CA FMO AIICLE- DESIGR PREMNES SM01N ON THIS ORAWNO. GLAZINO SMALL HAVE A YAMUM MEIG 17 OF 13.73' ANO A MADWM LENGTH Or I6,73'. GLAZING O NOT OIPACT to CA WN MODE RESISTANT AMC GOES NOT MEET INC RCOUNEMCNTS FOR TRACK WMO-BONS OEYR6 R000N3 3/1e1-3•• L IMPACT RESISTANT GLAZING OPTION - WACT KAO SwtWS RESISTANT GLAZING SYSTEM WY BE INSTALLED N TOP 04M 3 AS GR NTUNEOIATE SECTION (WITH OR MIMOUT OECOIATIVE SHORN) NSERT9 GLAZING SMALL K 1/4- MMn0.0M-M III W MN VOT• POLICARSONATE OR EMIAL. CIAD40. SHALL HAW A TRACK u0muUm HEIGHT OF ISM' AND A IIADIIN LEICIN OF 30.4r. GLAZING R OIACT R[1STMT MO DOES MEET ME REWMENTS FOR NOD -BORNE OEOW RECOIL 3/180-3/0' LAG' SEE OETAL E ON SWEET 2 FOR ASSEMBLY OCTAL& SLEW AT SACK GLAZED SECTION REWIRES REINFORCEMENT BRACKETS JAMB !RACKET ATTACHED TO U-BAR ON TAPER INTEGRAL w8 (SEE DETAIL 0 SKEET 18 CA J-STRUT SCREED TO LOWER 1/M20d/18• TRACK' INTEGRAL RII OF SECTION AMC OPEMATOR SWIE TO Of GMT AMC 1 4-20 HEX FACTORY INSTALLED. INSTALLER SMALL FIELD INSTALL (1) ROT AT EACH A JAMB 1 4-14a7 SEW ORRLNG CRIPTITE SCREW TO ATTACH BRACKET LOCATION L RIB ANDOPERATOR $IXEENTTERATINNEEOFTHEMPEREAILOON sEET 2. 1 VNVL OR HOOD DOOR STOP NAILED A YAgWY OF 4' 0 C. 11113T O%VLLAP TOP AND 80I1 ENDS OF AMELS WOMW 7/10' TO MEET HEOAAVE PRESSURES 4. KEY LOCK SIDE LOCKS, OR OPEIIATOR R[OIIREO. 13 CA 31IFFEEO S sWnOR SHALL BE CMSTROCTEO WITH FOAUED N JAMB BRACKETS PLACE POLVACNANC FOAM INSULATION CHEMICALLY SE SCH60MLE I" BGKOm TO 30 G LINIM FACER STEEL AMD A WARTY. LOCATION. POLVLAIINAIE BALER OR 32 W STEEL SAGKEL END AND TYPE W TO HAVE A MYDNM I.1. DEPTH- S. THE DESIGN OF ME SUPPORTING STINCTUIAL KEY LOCH OR SLIDE LOCH CLEup TS SMALL BE ME RESPONSIBILITY OF THE BOTH ENDS (NOT FOOKSMOKAL GR RECORD FOR THE BUILDING Olt REQUIRED WITH OPERATOR STR CIVRE AND N ACCORDANCE WIN CURRENT 9140IG3IG AEC NOTE +. CES CODES FOR THE LOAN LISTED ON MS OMINIMMOK FOR LaoSH7. Cow PAS To BE WwNUM 7f0 STAYCMIAL GRACE CLARITY WMem REPER TC Aum CONNECTION SPPLE6NT FOR tlCICF:Is) SSEC110M SOD ATTACHMENT TO SUPPORTING SIRUCNRE. GOOK 9i6O1HWwl. SEE SLEET 2 FOR U-BAR LOCATIONS L LOUVER OPTION - .040' IGMILM HOUvEIS N MOOED ON COORS WITH DINER SECTION QUANTITIES AND FRANCSSCKEVO70GEMEIWTHAIlUOF (B) SEE NOTES I AND 2 am Bar SCREIS INSTALLED uI THE IOTTDM SECTION. THIS SMELT FOR l0YVC10 ARE NOT IMPACT RESISTANT AND 00 NOT MEET ME RfCUCIV ENIS FOR NOD-OCKI&I DOW RESIGNS. LIONS tLOUVEREC SECTION REND OPT.21M K TOat SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOREIGHT TUIDORM LOI10 EACH JAMB IPLF) IV- 0' ALL 1 •207.] -350.4 N- O' ALL Ie1J -201A X- C' ALL I4155.4 -t le- 61 ALL I +12I.5 -I44A VU11111111J 40 NO. 7M45 '•y 1" 0 STATE OF Jaw 0aanr Iwo Hw I101aff - 1dC OO a R aawa a N; H/1Na plure " Damn a4L PwVC10 ONLY RW lew" 1w111 O vmeD OOOIRICIIOI CCU" U- SAR NOTE ON Sur W U-!AR INSTALLATION CA ENO CAP Is REVISIONS N CHANGES TO GENERAL FORUAT AMC CMMGED E OAQ U-am FASTENER TYPO MIL ( 3) CURER NNW FETE AIM RMIRCO ON DOOR WIDTHS GREATER THAN 12'- Nr. (3) CENTER MNW PER ANT REOUWEO ON DOM WIDTHS USS DIAN at EQUAL i0 17-0'. JAMB SAACKET SCHEDULE 1 T n0. OF sBGCE TVC LOCATION artunumn-w-mm- TIGM All OTRACK ORACNETSWANasoNsFROMIOU*. 2-) r 1 e a ON Ir C 23-1 J8 +s-1 • a, 13 a a BFATis). IO' JB 71-3 4 JB 1f-3 • JS • R e7-1 • JB 0' S e 0 J9 13 a JB 34 A 47-1 4 d 35- A 0 0, 73 8'- w S B AT A 10 Y 21-3 4' 40. 21-3 4' JB 40 A 37-1 4 LIFT P170/ SEE HOTE e1LON AT ENO CAPS AND NTMU RETAIMEL CHANGED CENTER HINCE CAUCE AND AOOEO LOUVER OPTIOIL CHANGSTRUT FKLIONMCMWFROM COLORL0 PAIR TO STAMPED NUMBER CRT 3/e/00 PS ADDED 9YPEROPOSEO DESIGN PRESSURE LOADS ON SUPPORTING STIOIGILMANDCLARIFIED NUMBER OF FATTENER AND CENTER NINCES REQUIRES FOR K40M R ODOR LIOMS NIe 3/10AS 08 ADOEO IMPACT RESISTANCE TO ODOR. AGO® MODEL 0100. MOOOKD NOTE 9 TO TTA11 MAT L,WVEIS NOi IMPACT CITY AN'. arI/r/07 P7 MOOTED JAq e11AOt1r SCKEDUU F'011 r r oPTIor1. A0000 l/W UPDATED TILLE I B/20/10 r DENOTES SLOTTED MKS BRACKET ATTACKED TO TRACK TH 1/4-2dA/II' TRACK BOLT AID NUT. fOLLONNGa1/EK4Gw FOLLOWING DINCISON DENOTES SACK INSTALL AWO BRACKET INSTALLED IN BUTTERFLY SLOTT, NO ADDITIONAL HARDWARE HEEDED TO ATTACH TO SMACK DOORS SITH NIGH LIFT. HOOF ATM. ND/ON GREATER THAN R IN HEIGHT RLOUWE USE OF CONTINUOUS WALL MOLL SEE SUPPLEMENT TRACK CART FOR GET" STATIC PRESSURE RATINGS APPROVED SIZES SCALE ICES, SIZE A Wayne OESICIN PSF: +2i90/-2e•BO MAR( mGTH: 18'-0' I DATE I NAME LEST PSI . + 3L85 -43.20 MAX MEGHT: D'-9' ORAYM 3/6/00 CRT Dalton- IMPACT/ CYCUC RATED YES/140: YES ImAx SECTION HEIOIT. 21' ECKEo 4/6/06 1 MRD IA GARAGE DOORS MODELS 5120/9100/9605 1 SHEET j (F 2 chasm or OWAHEAO Boom ow DRAWING PART N0. E(EV. J71S ACIVION owe PUM40MA FLOWA 323 4 WINDLOAO SPECIFICATION OPTION CODE 0230 318960 P10 I 63047 -9690 WIM 7NC I) PRE -PUNCHED MOLES OD FACING UPWARD AND ATTACH THRU END CAP AT EACH END WTH YJ 1//-1a,7/e' SEV ORLUNO MPTITC SC WS FOR STANDARD TRAP( APO (3) 0 i 1-11a7/e' S3F GRAIM 1TR SWAM FOR LAN HEADROOM TRACK (] OF IOICH ME USED ro ATTACHED THE TOP DETAIL A SRAG4T AS SHOWN} 13 GA ROLLER SLOE ATTACHED TO USED ONLY ON IMPACT PIE-PUPWCD HOLES W HOP OF U-BAR U-BAR OVER INTEGRAL We WIN CLAM SECTION - 11 WIN E7] 1/-l/r3/II' WP117E SICKENS. TIE (I) PRE-PVIWIED HOLES EACH 00 CA REINFORCEMENT USE dEWRO NONE IN SIDE 70 O/S1RE FACING INWAIO AND ATTACH MW ENO eRAQiET ATdCNED PROPER AUGM04T OF RO JD73 CAP AT EACH END VAIN 2 1 A-M1,7/e' NTH (a1 1/h1A,7l 13 G NNOE ATTAC fQ EYQPTHCN SCLF PLACED OVFR 10 COMPOTE SCRLWIS (2 WITH ( 4) 1/4-NO/e' RIB ON THE BOTTOM SECTION SHALL WILY THROWN QOM 1 OCWTITE SAREMS (2 OP BE ATTACHED THRU END CAP AT EACH eRAMXCf AM U-BAR) WHICH ARE FACED" Be WTI 1 t 4-1IA 6' SGF ONOLNO ATTACHE-) CDMPTITE louiED am THE DETAIL.G BoTTOY rusm OF THE U-sm X OUE ro QEARANCES REOUDNED ro 3' NTLCH STCHNCARO INSTALL SEEM AT TIE .R OF f1E ROLLER WHN U-BARS. ALL U-eAPS SALL BE 4- 1/2' SEC, DFTAIL INSTALLED CH SECTIONS PRIOR TO 8. ENPAWNO ROLLER SUOU AMC TOP FEXOIRE CH ME U-BARS. SEC ATTACHMENT NOTES ON Do SWEET. 1E CA HINGE ATTACHED pi[WIAL RD AND OVERWTH ( 0) 1/4-204/6' MWTITE SCREWS (2 Of W0CH ARE rACTORY CEYPIRE 50ET4 TNRU PE - PRICED HMO AT ATTACHED, 3 Of WCCH EACH IMMEDIATE HENCE ARE FIELD INSTALLED INTO LOCATION (1 IEOW FLANGE TOP LEAF. AND 1 OF K WAR IM ATOM WIDCH IS FEED INSTALLED HBO" LEFT AND I THOU ISM PRE -PUNCHED HOE Kit OF U-BAR AND N V DETAIL INTEGRAL I= OF SECTION) C A - 1T NOOOWOPUOTE J-SlNUT r OPERATOR So" OWL. 4AffD SECRCISL -FAI NOTE 12 CABOTTOM BRACKET FACTORY ATTACHED VAIN ' C 3 1 PACE wM OIEN nTEaul RB WIN NOTCH DOWN ro CLEAR BOTTOM TI-11. SCREWSttRACRETANDATTACHTHRUENDCAPATEACH ENO WM 17 1/A-Nil/e Sur DRILLING OR- PT(TE SCREW A5• TOR IMPACT RESISTANCE, lHH01IN A7D USE {U 1/1-Na7/B' SEC/ TIE 1 60110MBRACKET MUST BE CEWEO S70 THE BCTE0IM `.. • OIOWNG CUYPT ]CREW ACROSS BOTTOM Of TE oonm U-eM AT U-BAR WTH EACH PE -PUNCHED HOLE AT EVERY 1 4-II, DETAIL HINGE LOCATOR USE 2 1, /4VW/B' T I SEE IMPACTBOTTOM BRACEE CEMPBTE SCREW AT AlL O1HEA PRE -PUNCHED HOLE LDCATDNL 1 DETAIL THIS SKEET. IOM3/a' Mn STAKESS itlKENS mM STAINLESS P BACKED RUBBER WASHERS 3- 1/2' QC MAX K Py 1E... S1: LIGENBF''•%R Q;• WAIL' BEAR GE / P ULTRAOA2E I SSfAOOQAC No. 77865 AL tSEARANGOR EQUIVALENT 0, •. STATE OF : • ((/ FACEER STEEL sSIW/ONAI i w A 7oM9t R770 M C 0/0 NON-SDIUCTIIRIL OECORADK INNER I M1 WC 77W R PC II7Ya wow TWIY I OIEX®OUL C I MANS sm Pow4ma ONLY NCR DETAIL E i MUMFKATI011 OF UVCLW OWC501 CC01 Ott" i i 1 @^;;g; V- 41Lt CHANGED CWTER "ON GAUGEAMC ACM LOUVER OPTION, CHAHM STRUT IMPACT BOTTOM BRACKET DENNTOCATION NETNCI am COL0100 PAINT STAMM NUMBER CRT 3/a/ 06 PS AWED SUPCRI PC DWCH PRESSURE LOW ON SLPPORMC STRUCTURE AND 3) SCCTDN ODORS CL4ww NUMBER Of FASTENERS AND CE HTI WTN ( B) 3. to G, NROT LOCATED crVER VIDEO"AS YNMROWR SHOWN PIE ADM IMPACT RESISTANCE TO GOOK 4) SECTION ODORS ADDED MODEL 610E w1T N ts) Yle OA ODOIEONOTE a TO Lb R9 1 2a STATE THATLOUVERSLOCATEDOVERNOTIMPACTINTECMLMS AS RrSTANT. DETAIL F U-BAR ArTAdYEMT ND7rf 1. ALL U-BARS SMALL 61 PUGCD OVER W FEDRAL CBS NO ATTACHED THRU PRE -PUNCHED HOLES WIN ( 2) 1//-Iw/6' C UIPTITE SCIEWS AT EACH INTERMEDIATE HINGE LOCATC6 m 1/4-11a7/6' SELF ORIIING WMPTIE SCREWS AT EACH ENO CAP (EXCEPT WIN U-BARS CH BOTTOM SECTION - SEE RETAIL 6 APO 0 TIS SHEET). ( 2) 1/4-14a5/6' CIIMPTTTE SCEW7 A/PROIMATaY MIDWAY BEU04 END OF DOOR AND NTERMEDHATE HINGE lGGT10EL AM (1) 1/4- 1w/e' QOWPTITE SORER APPROXIMATELY O' FROM EACH ETD. FOR DOOR WOTNS GREATER THAN IY-0'. THERE SNALL 09 A TOTAL OF (SEEM) SLACK ATTAC I MG EACH U-BAR COW" ODIN U-BARS ON 601OW fEC71CH SHALL NAK A TOTAL K (16) CREWS EACIL fOR DOCt WDiHLS less TNAn CH EQUAL ro IT-W, THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-GAR EXCEPT WIN U-BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE BALL HAVE A TOTAL aF ( 141 SCREWS EMKL E WIDOW TRIM L WAIN INE 8C PEION OF THE (6) PRE -PINCHED HOLES n DEC TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER POLICMBCHATE SIDES AND THE (6) PRE-PLIMNEO TE$ N NOINE BOTTOM OF EACH END USED FORME ATTACHENT OF ME TOP TEXTURE AND UNLESS NOTED OTHERWISE ON THIS S'EGfiCATIOI ORAWINIL ALL PE-M10E0 HOLES W ALL U- BAILS SHALL BE ATTACED TO THE DOGE VAM 1/4-11115/ Br CIMPTIIE SCREWS 1 10 CA U-OARS SHALL SE SrANPED ' 16- APPROXIMATELY e' FROM EACH ENO. Wayne Dalton. GARAGE DOORS OfYiSIONCH 3RV AOOCREW K PENSACOLA nAm" 32314 UPDATTC TITE e/zI/loER3152e IED an XEER NOTES S/ 23/2D7 MODELS 5120/ 9100/9605SHEET2 OF 2 DRAVYRO PART NO. I REV. MINDLOAD SPECIFICATION OPTION CODE 0230 1 318960 P10 8 PLICE PLATE LOCATION e SEE SCHEDULE 4l" 14" MAX 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. CMAra 1 KONOLI. PE 437E OWNIY ROAD 1E0 MOUNT 1QG ONTO n PE 77943 73 PC117UB PROFESSIONAL CROWD" SEAL PROv0E0 city I= vDa11G1TICK O' SNOMOAO OMTRMOTION OETARS CLIP DETAIL CUP LOCATIONS SEE SCHEDULE 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI 1 TUBULAR RIVITS 11 GA MIN CUP SEE SCHEDULE TYPICAL CUP RSW 0.28" RIVETING DETAIL 2 I 1 13 GA MIN CONTINUOUS WALL ANGLE o • p4longlemolmroliq kCK 1 /4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 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 TRACK SUPPLEMENT CHART Wayne 3395 ADDISON DRIVE ENSACOLA, FLORIDA 32514 REVISIONS , INCH TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 8/11/03 P3 UPDATED FORMAT. CREASED ALLOWABLE PRESSURES TO 4A00/-52.00 PSF FOR ALL DOOR WOTNS CHANGED 'TEXAS WALL AND", TO 'CONTINUOUS WALL ANGLE'. ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN NO ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 1900 D 8024 MTN OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 PB UPDATED MODELS LISTED IN CHARTS. UPOATEO SPLICE A CUP SCHEDULES OLP 9/06/07 P9 UPDATE MOUNTING DETAIL DRANINGA CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE CED WITH 19 ACROSSTCLIP TNNEE UPDATED STEEL No DETAIL 1 04/11/O8 EXPANDED 1-1/2' TO 1/ 8' DOOR TNICNNESS 1RT UP TO 14' MICH. 12/ 11/08 UPDATED TITLE KX 8/ 2/10 UPDATED TITLE ICK. REMOVED CHART. 11/ 15/13 UPDATED TITLE KX. 0/ 15/17 SHEET 1 OF 2 DRAWING PART NO, I REV, 307494 P11 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 BETTER AT EACH HOLE OR PAIR OF HOLE LOCATIONS 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN WALL ANGLE 1 /4— 20x9/16" \ TRACK BOLT AND 1/4-20 HEX NUTY N/ MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF a.. HOLE LOCATIONS IN LIEU OF WELDIN( 4a •' f;wvur93KiiL[sI I I OWAYAL L RORRr91, Pt 457E CWN W Rao 100 MOUNT HOPL OHM IL PC 77EN r1 rt 117953 PROfCS9COAL EMMA'S SEA PRONMO ONLY FOR MnCARON OF ROOKaAO CONSTRUCIM MmA 13/8" SIMPSON TITEN HD, 2— 3/4 MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CUP 11111111lf/// Pyx1E J Koh i Z. Qv , LICENSE •.j NO. 77945 ' u * *— b`T' OF SjoNAL LNG``• Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN M) 4D9IDA59032514 TACK -CLIPS -TEXAS ALL ANGLE 12 FOOT MATED Pi 0/11/03 PDA:EO-FORMAT — iCREA5E0 ALLOWABLE RESSURES TO 48.00/-52.00 PSF FOR LL DOOR W6DTHS. RANGED TEXAS WALL ROLE" TO '00N71N000S ALL ANGLE. ADDED JBSTRATE MOUN71NO ETNL, CHANGED TO TEN HO ANCHORS RT 4/2/07 4 CHANGED FOPA"T. DOED YODELS 9800 RD 6024 WITH OVERLAY D TRACK CLIP DKEOULE. RT 5/21/07 5 UPDATED MODELS STED IN CHARTS. POATED SPLICE k CUP MEDULES. LP 9/OB/07 B UPDATE MOUNTING ETNL DRAWINGS. RT 10/05/0, 7 UPDATED CHARTS TO JMNATE THE USE OF 04/11/06 xPANOEO 1-1/2' TO W DOOR THICKNESS IT UP TO 14' HIGH. 12/II/08 ADDED MODEL 8700. MO TITLE BLOCK 8/2/10 TITLE 6/15/17 SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3395 AOOISON ORIVE PENSACOLA. FLORIDA 32514 I50) 474-9890 c1E J•KpR %. cerusF • .L c NO. 77945 • y STATE OF • Z ZoRox 0 zONAL Y 11UY 2F6 PSOUTHERNPLtlE OWAYMi A coom. PC 4374 COUNtY NOAO 160 MOUNT H WL 000 fL K 7"43 11 FE 11711118 PRNEMaKAL a2910101 SEAL FROv= ONLY FOR VWICAMON Of WWWAD 001SOWCROY 0E7ARS SEE DETAILS 1, $ AND 3 REQUIRED FOR VERTICAL POST REINFORCING i_ SYSTEMS. O• MAX MAXIMUM SPACING G' MAX HEADER LOCK MINIMUM 2xB 8 AEADE LAMBRACKETSOUTHERNP WY a• B• 7 2-3/4' 4• 2) 3/B• SIMPSON MEN NO SCREW 4) 3/B• SIMPSON RTEN NO SCREW ANCHOR WITH A 1 1/4' WASHER AND ANCHOR 1YTH A 1-1/4' WASHER AND A MINXWM EMBEDMENT DEPTH OF A MINIMUM EMBEDYEM DEPTHOF 2-3/4• AND A MINIMUM EDGE 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DISTANCE Or 4'. DETAIL MltnMUM zsIXO vsl rn+dtFTF NOTE: MAXIMUM DESCH LOAD CAPACITY OF 2003 LOS DEI6!L.Z MINNIIN XIDO P51 CROLR FILIf C11L No_• MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS, REVISIONS P17 UPDATED TITLE BLOCK ESC 0/15/17 MW081M 2x6 /3 HEADER LOCK SOUTHERN RNE BRACKET LUMBER a• s• 1-1/2' 1-1/2' a) 3/8' CIA. LAG SCREWS WITH 1-1 4. 0.0. WASHERS. LAG SMALL HAVE A MINIMUM PENETRATION OF 1-9 2• INTO THE NNN SUPPORT MEMBER QiTdIL1 MAXIDESIGN LOAD CAPACITY OF 2430 LBS. ORA SHEET I OF 2 lewremm JAMB CONNECTION SUPPLEMENT ORAYANG PART NO, I REV. 324620 P16 Wayne Dalton. 6•A-E—D•40•R-S- 3395 ADDISON DRIVE PENSACOLA• FLORIDA 32514 850) 474-9890 MIN 25M PSI CONCRETE UM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3//4• OF SUPPORTING STRUCTURE SMALL IN EDGE 0 BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECQF: FOR THE STRUCTURE d a 3/e• sMPsoN nTEN No. 2-3/4• MIN EMBm. WN T BETWEEN JAMB BRACKET LOCAigN JAMB BRACKET 1/4-20s9/10• TRACK BOLT ANO 1/4-20 HEX .11 TRACK darer cYWxm7r ManNnur n Q No• 77945 is c j W` a '• ' ill STATE OF Z: 0 73 Us KORNDI, PC 17. COUKTY RWO 100 WOUIrt HOPC ONO R FC 77943 TX FE 117E63 FROFESSIGH& EHOWOER'S SEAL PROVOW OKY FOR YneRCAnOW OF VVIDW4 OMSTMICdW OETARS MIN 2 a 4 SPF (C.0.42) OR BE'FIER WALL STUD t4= MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. OESX?I OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ----- — 1. CF L- C- s/1 B' uG SCREW / 1-9/32• EMBED N CENTER OF STUD (s 1/a•1 FOR EACH JAMB RA E LOCATION JAMB BRACKET 7 4-20A9BOLT/16• ACK AND 1/4-20 HEX N TRACK nIRrT•.r wam udlMnNr rA11 MAY 470 ae PER Af. rAC7rYFR SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT Piz UPDATED mnE BLOCK ESC 6/15/17 i DRAWING PART NO. REV. , 324620 P16 ' 1 /2/2018 Florida Building Code Online 0-- ir:f-j Business 8t Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats 6 Facts Publications I FBC Staff : SOS Site Map i Links . Sear IFIDrW Product Approval Jdopr USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, N) 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative )on Berrian Address/Phone/Email One Silverline Drive North Brunswick, N) 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 I I Sections from the Code https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXCNdDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1 /2 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 1 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD002 SS 2017-06-15.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 I1 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 PER4005 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes eac'k_ R 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 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 wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here_. Product Approval Accepts- M®® erg E Credit Card Safe app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE 11) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OEPICTEO IS THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION Of THE MAIOMUM SIZE LISTED. INSTALL INDIVIDUAL ERADUALINSTALLATIONANCHORSWITNINATOLNCE OF sin INCH THE OEPICTEO LOCATION i SPACING IN THE ANCHOR LAYOUT OETAILS I.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION AN010R TO THE NEST. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH BEANLOAD RING SHIM(S). MAXIMUM ALLOWABLE SHIM STAG( TO BE 34INCH. SHIM WHERE SPACE OF V16INCH OR GREATER OCCURS, SKIM(S) SMALL BE CO,VSTRUCTW OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO W000 FRAMING USE 95 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10A COMMON NAILS OM—RURT LENGTH TO ACHIEVE 1• INCXMINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN. 3W EDGE OtSTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUO LOSE RIB SELF - TAPPING SCREWS, Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 N N N BEYOND METAL WALL. INSTALLATION SMALL MAINTAIN MIN. 3AI' EOGE OISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE X10WOOD SCREWSOFSUFFICIENT UNGYNTOACHIM I-VZIN04 MINIMUM EMBEOMENT INTO WOOD SUSSFRATE. THROUGH FRAME I VALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETF/MAWNRY, OR DIRECTLY INTO CONCRE WMASONRY, USE 3 161NCH OtAMCIER ITW TAPCONS OF SUFFICIENT LENGTH TO AOIIIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 13/4' EOGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUO USE 410 SEIf•TAPPING SCREWS OF SUFnCIINT LENGTH TO ACHIEVE A MINIMUM O READS N it ION BUONO METAL WAIL - MINIMUM EMBEDMENT AND EDGE DISTANCE CKCWOE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BAICC VENEER. AND SIDING. INSTALLATION ANCHORS AND ASSOCATEO HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN NORM IS DESIGNED AND MANUPACTUREO TO COMPLY WITH THE GTH EOMON FLORIDA WILDING CODE ( FKL EXCLUDING HVMI AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAIWOMA/CSA 101A4XAA4O4Wll 7. ADEQUACY OF THE EXISING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESLSTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION a THE RESPONSIBwy OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 7X SUCKS (WHEN USE01 SHALL BE DESIGNED APO ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. s. THE INSTALLATION DETAILS OESCRIBE0 HERON ARE GENERIC AMD MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPEORC SITE. IF SITE CONDITIONS CAUSE IPSTALATON TO DEVIATE FROM THE REQUIREMENTS OQTAILEO HEREIN, A LKENSEO ENGINEER OR ARCHITECT LULL PREPARE SITE SPECIFIC DOCUMENTS FOR VSE WITH THIS DOCUMENT IN MON4lVN2 AREAS. IN MVH2 AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MLAW-OAOE MA OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC FOR HOLLOW BLOCK AND GROUT FIUlO BLOCK 00 NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED COMPONENTS SHALL NAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR KXPT INTO FACE WELL OF OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK CIAITER 23. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR L GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 STR MANVFACFVREIY INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT GLASS CHARTS, SEE SKEET 6FOR GLA2ING OETAIIi USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECNEO BY THE AN040A MANUFACTURER. INSTALLATION ANCHOR CAPACITIES FOIL PRODUCTS MEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF"S. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30M SL C. GROUT•FILLEO CMIt• UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH Of 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH Of 7000 PA 0. HOLLOW BLOCK CMV • UNIT STRENGTH CONFORMS TOASTM CIAO WRAP MINIMUM COMPRESSIVE STRENGTH OF 2WO PSL E. STEEL • MINIMUM VIELO STRENGTH Of 33 KSL MINIMUM WALL THICKNESS OF 67A MIL 10. 017r Or IS GAUGE). MIN. V2' COG[ DISTANCE. F. ALUMINUM•MINIMUM ALLOY W63-M MINIMUM WALL THICKNESS OF 1/16'. MIN. In* EOGE OKTANCE. TABLE OF CONTENTS SHEET REVISION SHEETDESPIZPTTON 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR IAVOM A VERTICAL.S HORIZONTAL SECTIONS (NSA SIN) S VERTICAL A HORIZONTAL SECTIONS (THROUGH FRAME] 6 HORIIONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZING DETAIL. MAX OVERALL SIZE COPIFI6. DESIGN PRESSURE - MISSILE IMPACTRAT3NG WIDTH NEI6MT 36' M' O/x 35 / -35 PSF NON IMPACT 3r 66' O/x 50 / -50 PSF NON IMPACT 3B' 74' O/x 50 / -50 PSF NON IMPACT 35' 7r 00 35 / • 35 PSF NON IMPACT AV 6r O/x 50 / -50 PSF NON IMPACT 4r 7r O/x 35 / -35 PSF NON IMPACT 4r 4' O/x 20 / -20 PSF NON IMPACT 5r 7r O/x 29 / -25 PSF NON IMPACT 36' 63.75- O/ X (ORIEL) 35 / -35 PSF NON IMPACT AB' 96- O/X ( CATR) 20 / -20 PSF NON IMPACT 72' 6r O/XO/ X 35 / -35 PSF NON IMPACT 7r 14' O/x- O/x 35/-35PSF NON IMPACT 76' 6r O/X• O/X 50 / •50 PSF NON IMPACT 76' 7r O/X• 0/x 50 / -50 PSF NON IMPACT 76, 7r O/xO/ x 25 / -25 PSF NON IMPACT BO' 7A' O/XO/ X 35 / -35 PSF NON IMPACT 96' 7c O/X• O/X 30 / -30 PSF NON IMPACT LOB' 6r O/XO/ XO/X 50 / -50 PSF NON IMPACT 10r 72, O/XO/ XO/X 50 / -50 PSF NON IMPACT 106' w 0/XO/ XO/x 25 / -25 /SF NON IMPACT OgWTy pC by H. m1.. F. Nomq P.E. Room I P111 aowo v um y00 mm FL#: F1.19715 Oab:7DI 7.061516:11LB QL00 rSilverLine bAndersen 9711 r 1........ 945 CFO 6nvmv4 NUK NTH WoNSw10L W IM9 • N p571 aslooP F- G V Y — % T-- IIHItt00 1Y1 T p$ p V OWG u SWD0.02 SHEET: 1 of 6 MAX HEH MAX FR NEIf HT MAX FRAME WIDTH 4B• s F 3 c•O' s FRAME HT 96• X A 0 4 e ELEVATION SINGUE HUNC WINDOW MAX FRAME WIDTH W `I ELEVATION TWIN SING" HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFGURATIONS MR ALL 2"1-4905 Mnw.& swGIE UNR CONiWURATwns QUALIFIED CONFIGURATIONS ARCH TOP O XRGU1tAn0f4 FOR ALL "RAM RAnNGs. rwm umT cOmiGu"mm MAX FR HEI6IjHT 1 MAX NEU MAX FRAME WIDTH 48• i E 3 F c a FRAME HT %• X* A 0 3 ELEVATION SINGU HUNG ORIEL wU100w MAX FRAME WIDTH 10e• TRU4E stwui HUNG WINDOW Silver Lino j bArldenen aK5>rQo<9i'OOnf- NaTM a urevca w azt we Ina us 0oo y m M 1.1 VIzZ a z an W N W m • m = W mad S n O o V) Z 0 z m v Z Lu h 0 0 I 1 my h O VG U: SW0002 IEET: 2 OF 6 z• MAC FROM CORNERS L It, MAX O.C. 11' MAX O.C. r MAX FROM coaNEasL I I., W. 6r YMT7 ATOP 709E SwAu R ANWOM MAX r oc T NEAO. X.M. 00 7RL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW r MAX 4 1/r MAX CORNERS--1r r— O.C. 4 L/r 04 r MAX FROM CORNERS W MAX FROM CORNERS r ram_ 20' MAX O.C. 6• MAX FROMCORNERS r 20• MAX. O.C. L W MAX FROM C°LT 1 ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 6' MAX 1 FROM J CORNERS MimiI'Li I I„_ 6 L/2- MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SWGIE HUNG WINDOW L 12 3/4' MAX O. If I O.C. r MAX ^— FROM j— I 6• MAX coaNEas I O.C. I -MAX FROM CORNERS W MAX FROM CORNERS 16 U 6- P/N 50.2"5.2 FROM SEE SHEET b FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FUME -TWIN SINGLE HUNG WINDOW INEMIN 0- MAX ANCHOR LAYOUT NNL FIN - TRIPLE SINGLE HUNG WINDOW lr MAX. O.C. mj ANCHOR STAAP P/N 90-2995-2 SEE SHEET S FOR DETAAS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverUne Andc rscn am>a MAP9cam NmT%4ww.uxmIar" m 8 Zr y 2 h gor 4 N- 2NI aa w O < oj5'. Z m W Z 7' Qum 7f W J Z< JN CL mWop y 10d r 40 o h Z yl O N Z 6 Z LU W F Lu F 049 1• r` \" 8 1j1111/ 111111\\ R ' JJ v= in VG m SW0002 1EET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN EMBEDMENT CAULK BETWEEN . CONCRETE/ MASONRY 6 2X .. a WOOD BUCK BY OTHERS i '!. •: 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR ON- - 3/B, Mint EO 06 IN. 48 WOOD SCREW INSTALLATION ANCHOR .. . EXTERIORI;ZISHBYOTHERS 1/4• MAX. PERIMETER / SHIM SPACE SEALMIT / 1 BY OTHERS 1 / UNIT HEIGHT EXTERIOR / 1 INTERIOR 1 SEE 6LAZIT4G DETAIL., SHEET 6 g VERTICAL SECTION Q NEAD-2RWOOD BUCK NAIL FIN SEE GLA2IN6 DETAIL, SHEET EXTERIOR INTERIOR UNIT HE1614T PERIMETER / SEALANT 1 1 BY OTHERS 1/4• MAX EXTERIOR FINISH SHIM SPACE 8Y OTHERS tt8 WOOD SCREW r ..... . INSTALLATION ANCHOR- 3/ 8,MIN t WOOD BUCK BY OTHERS EDGE GIST• SEE SHEET 6 f0 ' ° p. '• CONNECTIONDETAILSa .• CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY 6 2X 1 L/2• MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT q1 VERTICAL SECTION Q SILL •2XWOOD BUCK NAIL FIN Silver Une t-Artderwn 972 w• Y I.•ww• P<.'•i 6i1'40/I•( o tw aM ncwcct w w+w w• t» il.r.mo 1/4• MAX MIN. 3/6• EDGE DISTANCE 3 Z^ I SHIM SPACE : $ a N xr SASH REINFORCINGZ < V v "' V m SEESHEET 6 FOR REQUIREMENTS MIN. 3 THREADS G ' ` < SEE 6lA2INf, PENETRATION BEYOND h '' C m .''. z DETAIL SHEET 6 METAL STRUCTURE m W a WH INTERIORu8 GR. 5 SEV-TAPPING' SCREW Q °, INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION 40 NOTE 14 m J EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT O o BY OTHERS H O.A. (/) m UNIT 1- 4 v WIDTH > ac Q W O W C HORIZONTAL SECTION 4 IAMB • METAL STUD NAIL FIN Lm e OI"p IV Iy2 I _ VC, 0: S W 0002 EET.. 4 OF 6 vlO WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERST..' CAULK BETWEEN A.. CONCRETE/MASONRY ' BY OTHERS EXTERIOR FINISH .. . PERIMETER SEALANT BY OTHERS / O.A. EXTERIOR / UNIT \ / HEI6HT SEE GLAZING DETAIL. SHEET 6 3/4• MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS E SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING I U2' MM DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX SHIM SPACE INTERIOR VERTICAL SECTION PLAN S f HEAD • 2x WOOD BUCK v THROWN FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR TRIPLE NT STRAP, AT TWIN 6 CONFW. ONLY. SEE EXTERIOR FINISH \ ' . I 1 1/4• MIN. BY OTHERS S° EMBEDMENT PRECAST SILL BY OTHERS 3/16' iTW TAPCON INSTALLATION ANCHOR ° EDGE DISTANCE per VERTICAL SECTION S S1u•CONCROWMASONRY THROUGH FRAME EXTERIOR O.A. UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIR 1/2• EDGE DISTANCE 410 QL 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 1LMETER SEALANT OTHERS rF` HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MULUON THROUGH$RAME 5)1*14 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000FRAME. HOLES PROVIDED 2.0000 2.0000TOACCOMODATEt114DIA. 0.500 0.0620 0. 3(2)-1 6.0000iNSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENIN6. SEE ANCHOR REQUIREMENTS BELOW ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16• ITW TAPCONS PER STRAP. MIR 1-1/4• EMBEDMENT, MIN.1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) 010 SELF-DAMtZ* SCREWS. 6R. S. PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4- EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 1/2' EMBEDMENT, MIN. r EDGE DISTANCE. Silver nnelrqu a 11144 a4•44 4 Mow of ya.EeateY oRsvE eseeTw ewc.rsccw Dews M fe 714i11000 V 8 i d 8 z COv" L v' wx C ov 2w1 W V„ m Qom _Z C c .. a W m i 0ZRw S" a U, 4L d f_ 5. m 2 J H pN sZ :E Y LL F O 3J r H2 0 VG $ 1: SW0002 4EET. 5 OF 6 VERTICAL SECTION MMNG STRE INTERIOR 4SMALL• FRAME uR6E' FRAME REINFORC11,46 EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. Q HORIZONTAL SECTION 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH AMFORCD46 IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74, (o/X). OESI6N PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 64, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE 4•50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1 c - STEEL INTERMEDIATE FRAME'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATrMS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/• 35 PSF 1 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN16S: 76 X 62, (O/X-O/)(), DESIGN PRESSURE •/- 35 PSF ertind NOTE: $ I a ALL ZINGHSAFETYGLAZINGREQ CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. .. a+• ... .. WE bavft" Wave tvum w .wa w a CrAow m j-- 3/e• OA. I.6. GLASS EXTERIOR / INTERIOR 1 O p MIN.GLASS SITE 1/r 1/8• SETTING BLOCK GLAZING DETAIL 1 NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1• MIN, CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. Z BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITW TAPCON ANCHOR 4' FROM CORNERS IV MAIL O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT I WINDOW FRAME. L BY OTHERS 11/4• MIN. EMBEDMENT 1 1/2• MIN. EDGE DISTANCE r MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK IN5TALLATION DETAIL 3 a zg I t ui O NwN3 2 0<<t w goo2- LLI z wG7a FFo Lo C 0 H av m H 4 U. O WW N flO W o N 3 iI v2 v6 #: SWI) 002 EET: 6 OF 6 r 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 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norcro, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: 1 am approving this document Date: 2017.06.14 21:54:09 -04'00' 1 S F. 0 rri 0 7 _ o T T I 40 is`StONA1- %%% Hermes d!Md14 o, P.E. Florida No. 73778 N Manufac Product Product Compliai Product Scope: Limits BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Silver Line Building Products Windows b-Category: Single Hung Method: State Product Approval Method (1)(d) Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL It 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 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 or BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/OS/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 Install Design BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 in: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #20 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. re: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Florida Building Code Online lot s}.., t > - • •. •''''!!iiii,'f {..:• r'Mr:'rf-: ` Y iiWY SCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Sear. Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 1 FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L7 Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 2009 Product Approval Method Method 1 Option D floridabuilding.org/pr/pr app_dtl.aspx?param--vGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 I hit: - I Model, Number or Name [Description ` ` .1 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.Ddf Created by Independent Third Party: Yes Backo Next The State of Florida Is an AA/EEO employer. Copyright 2007-ZD13 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 4S5, 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: 99 Credit Card Safe https://www.floribabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Pagel 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. 16' 12' CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits DDUCT DESCRIPTIONS F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. xia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit F,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. Z'% nz r Fuu verrr 15001.3 FL12194-R6 2of3 evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not fically 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, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t, pX IR 11 I ,p'i No 74021 0' : 3 '.• STATE OF i4W SON Al. E 111111110 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. - APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 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 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location If - Fastener Fastener Location Xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F4 Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 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 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 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel l nellapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP 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 0072 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 16F4 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 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 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- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Woodoo crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi 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 staples inlegstap 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. ailailshanknail One (1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 g,- a . /. One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0,072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 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 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3)18 nail straight -nailed female lock or One (1) 18 ga. 1-inch %- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the 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" head din. nail with min. ig" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL Wood, concruto or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„IMM ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' DIAMOND PATTERN i DETAILCROWNSTAPLES ; USING A DIAMOND 7/ srscrvem,I PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWNCROWN STAPLE SOFFR— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 OPEN RAFTER t SOFFIT STAPLE OIST 1 DIAMOND I DETAIL PATTERN FACIA BOARD i TAPIti / 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A OtAMONO PATTERN FASCIA CAP 12J-1 3/4" X 1/4' CROWNCIA S' 1— CHANNEL BOARD STAPLE ON CENTER 1-3/4" TRIM NAIL 4S.S. PscrewedtosoffitPAINTEDone(1) N8 x S.S. 48'with FASCIA CAP 1/2" x 3/8" head diameter screw, O.C. X 1/4' 16• o.c. WN STAPLE SOFFIT —max. 12-inch spanS Woos OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM MAIL FASCIA BOARD PAINTED ).S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD u sA yr uua 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER oo TO SOFFIT i FASCIA DETAIL F' CMANNEI 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. I Installation Detail Min. 3/8" head dia. nail with min. 11,1" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \\—"F" CHANNEL Wood, Concrece or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 n4 `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND UW KTVCD'/ sr.w is i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA 190ARD a" 1-3/4- TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. T--"F' CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4- X 1/4 GOWN CROWN STAPLE SOS_ max. 16-inch span W000 SOfFlT SUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 6of12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. -\ - FASCIA CAP SOFFIT 1'Q- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'q' CROWN STAPLES SOFFIT 8 FASCIA USING A OIAMON0 PATTERN; REFER TO DETAIL 16F-2 8 SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL fASUA CAP; REFER / \ TOODETAILSOFFIT t FASUA I'" CNANNEI I SOFFIT; MAX. 16• 3/8 SPAN M\ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE 015T DIAMOND PATTERN I DETAILcFACIABOARDf/r KTvcai 3/4' X 1/4" CROWN STAPLE '24' JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4- X 1/4- CROWN 1FACIASTAPLE '8' ON CENTER BOARD NEL TRIM NAILPAINTEDP1-3/4' S.S. 48' FASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE SOFFIT —max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NA0. FASCIA BOARD PAINTED S.S. I -el' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO I -,I* CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA OETAII 24F-1 & 24F-4 1'4' CROWN STAPLE FASCIA CAP: REFER / \ TO SOFFIT I FASCIA \ DETAIL / NamIW Pet' SY Batten Anchored to SOFFIT; MAX. 24' 3/8'1 f•CNANN0. IRafterswithone d 1 Ring Shank Nail at every Rafter WOOD SUBSTRATE \ SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 BOARO PAWTEO SS. SMOOTH SNANK I FASCIA CAP ROOF HAS SOFFIT I'.1' CROWN STAPLE 1 I' TRIM NAIL FASCIA BOAROPAWTEOS.S. SOFFIT & FASCIA 24F-2 8 OETAIL 24F-5 1'et' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA BEr.a Nominal 1'a2' SYP Batten Anchored to SOFFIT. MAX. ri' F•CHANNEL Rafters dh ant ld Ring Shank Had at eery Rafter WOOO 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 I[' TRIM NAIL FASCIA BOARD PAINTED S.S. 146A T-NAILS I FASCIA CAP SOFFIT CROWN STAPLE 1 t' TROT NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA DETAIL 24F-3 & 24F-6 1'4' CROWN STAPLE FASCIA (AP; REFER TO SOFFIT < FASCIA OETA0. Nominal 1'sY SYP Batfen Anchored to SOFFIT; MAX. 24' F-CMANNEL Rafters with one Id Ring Shank Nail at every Rafter MASONRY ALC150O1.3 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 I t• TRIM NAIL FASCIA BOARD S L— PAINTED S.S. 1',[CROWN FASCIA CAP STAPLES OFFUSINGADIAMONDSIT PATTERN, REFER TO 1 CROWN STAPLE SOFFIT STAPLE CANTILEVERED DIAMOND PATTERN RAFTER OETA0. FASCIA BOARD I i TRIM MAILSOFFIT & FASCIA PAINTED S.S. X DETAIL 24J- 1 Sr 1.4. CROWN STAPLE 24J- 2 — FASCIA CAP, REFER TO SOFFIT Z FASCIA OETAII / \ Nonunal 1- a 2• SVP battens ii+B• scabbed with 7nand SOFFIT: MAX. 2' 1- CHANNEL secured wan one (I)1)d rmg I I 1 I shank nail straight -nailed In ugh the rafter into the end WOOD SUBSTRATE olth0 batten ortwo (2)70 \ / Mg slunk naps too•naded on either 'Oct trio ba Orn at the baluenlraRer ntersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B. C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roo( Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 48.9 541 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 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 0 Building Type Zone Mean RooHeightfft Basic Wind Speed mph) 120 130. 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel f 3/4" 1/8" HEM T -T 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE 2.vrW o ooaa 000 0000a ooa 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 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 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8, 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE 217S* W aWro o ri• rvv 0Iri TYP ooao 000 00000 oao aaao 0000 END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G'rP• 9i 0 01 No 74021 0: 0'.. STATE OF :QJ C ss,O N Al a .% CERTIFICATION OF INDEPENDENCE 2017.09.01 1-2%5-10:06:18 041001 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 (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location lf- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved S stems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 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. panel l pandsecuringeachpanellap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP No. Width ps1) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1) 14 ga 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0 072-inch diameter finishing nail with min 3/16- t53.3 12 inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12 inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 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 pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 L16inch 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 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 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o c. shank nail x 0 072-inch diameter 12-inch o.c 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/a- 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 80124F-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 ox ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min 3/16-inch head spaced 4-inch o c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t60 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16 ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. 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 twobattentwo lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- 7min. 2.25-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 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 INSTALLATION ALUMINUM COILS, INC Soffits Appendix B 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" head dia. nail with min. 1;:" enyagemenL(for wood aubatrate) or min. 0.097" dia T-nail or acub nail with min. 5/8" engagemenc(for concrete or block 8ubsi.raLe), spaced a9 noted , abovy. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 7F' 12F-1 & 12F-3 HANNEL Wood, Concraro or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj 3M IMEM` 1 SOFFIT STAPLE OPEN RAFTER; 3/a• x 1/4• ' DIAMOND PATTERN j D ETAI LCROWNSTAPLES USING A DIAMOND > rBMW/ PATTERN FACIA BOARD %% FASCIA CAP 12F-2 3/4• X 1 /4• CROWN FACIA BOARD 9. 1-3/4. TRIM NAILr-F- STAPLE ON CENTER 1-3/4• TRIM NAILJ PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 4a• -FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFIT_ max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL screwed to soffit 1-3/4' TRIM NAIL with one(1) M8 x PAINTED S.S. 48 1/2" x 3/a" head O.C. diameter screw, 16' o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3M * ` SOFFIT STAPLE DIAMOND PATTERN 1 I DETAIL FACIA, BOARD J EW KTVCMi iTAFLcs i ASCIA CAP 3/4' X 1/4- CROWN STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I ' TRIM NAIL FASCIA 8OARO PAINTEU S.S. FASCIA CAP SOFFIT 1-4. CROWN STAPLE OPEN RAFTER FASCIA BOARO N W S/r i4m 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT A 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 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 Min. 3/8" head dia. nail with min 1;:" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(tor concrece or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL food, 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„ `1 SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a• ;jiDIAMOND PATTERN 0 AILL-13/V CROWN STAPLES KTVC°'IUSINGADIAMONDsrrsi PATTERN FACIA BOARD . FASCIA GIP 16F-4 3/4- X 1/4- CROWNJTRIMNMAILFACIA BOARD e• I STAPLE ON CENTER 1-3/4• TRIM NAIL P• F CNANNEL CAN BE PAI O S.S. 48• INSTALLED WITH THE CAP O.C. FASCIA NAILING FLANGE UP OR 3/4- X 1/4- OOWN CROWN STAPLE S0-max. 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOffIT CROWN STAPLE OPEN RAFTER FASCIA BOARD rxi' CROWN STAPLES SOFFIT &FASCIA USING A OIAMONO 16F-2 8 PATTERN; REFER TO OETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL QPN-FASCIA CAP; REFER / \ TO SOFFIT i FASCIA 3„ F' CHANNEL--,-*, NANNEI DETAIL 3/8 soFFlr; MAX. Ts• I _ SPAN NATO / 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 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. I Installation Detail 16J-1 3/4- X 1 /4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN W000 OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIi PAINTED S.S. 48' O.C. SOFFrT—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B nKTVM SOFFIT STAPLE 1 ; DIAMOND PATTERN1 1 DETAIL FACIA BOARD yr BMW snw,cs FASCIA CAP 3/4- X 1 /4- CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE -8. ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT 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 I !- TRIM NAIL FASCIA BOARD PAWTEO S.S. rxi, STAPLES I FASCIA CAP USING A DIAMOND SOFFIT i PATTERN; REFER TO 1'rt- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 1-4' CROWN STAPLE FASCIA CAP: REFER / TO SOFFIT t FASCIA \ DETAIL NorPat' SYP T Batlen Anchored to SOFFIT. MAX. 24' I I I 3 e1 F- CHANNEL Rafters with ono ld I Ring Shank Nail at W000 SUBSTRATE every Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 PAINTED S.S. 1-i' SMOOTH SMANK I FASCIA CAP ROOF NAILS SOFFIT Pat' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 1'14' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 3 FASCIA OEfAt Nem'w1 I'a2' SYP Batten Anchored to SOFFIT; MAX. 14' F-CHANNEL Rafters with one Id Ring Shank Had of eery Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PANTED S.S. I&GA T-NAILS FASCIA CAP SOff1T I'4' CROWN STAPLE 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 24F-6 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal I'a2' SYP Batten Anchored to SOFFIT; MAX. 24' F•CNANNEL Rafters wdh ane Id Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f' TRIM NAIL FASCIA BOARO PAINTEO S.S. 1'.' CROWN FASCIA CAP STAPLES SOFFIT USING A OIAMONO PATTERN: REFER TO CANTIIEVEREO 1'pI' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETA4 FASCIA BOARD I t• raln NAILSOFFIT & FASCIA PAINTED S.S. OETAIL 24J-1 & 1'a• CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT i FASCIA OETA4 / \ Nominal I' a 2• syP battens 8- eubbstl Between rafters and SOFFIT; MAX. ri- I 3/9 1dNANNEI sectan0 wah ono (I) 7tl rMg shank hall atralRnt-ni1100 e0oup the tarter Into the end I MOOO SUBSTRATE of the batten or two (2) Td ring s(Iank mass Me -need an either aide of tiro battem at the battervraRer 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, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vint is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 Height Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 1 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 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 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 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 htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 312 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 403 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 1 20.2 23.7 27.5 31.6 35.9 1 40.5 1 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 318" F-Channel 3/8" 3/8" J-Channel ALC 15001.3 f 3/4" — 1/8" HEM T -T 3/4" 3/8' FL12194-R6 ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D 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" 7/81, 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 US"" 01s•Tvv la' BLANK 3 / 8 PROFILE 2 1 7s FIEF o oaoo 000 00000 aao aaaoo a000 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 5/16" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" osr TYP 0.12r TYP 13.75" BLANK 3/8" PROFILE Z.ITr ftr aoo 0000 000 aaao 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/Z018 Florida Building Code Online 4. y 44 .. • ' t .' ... •• ` " • _., 11 il., Will BCIS Home Log In use Registration Hot Topics Submit Surcharge a Stats & Facts Publications FBC Staff I BCIS Site Map Links Sear 1I/ b Product Approval Iu USER: Public User 1. dbb"p9- 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 CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j 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 FL5444 R12 COI 2017 01 C01 Nieminen.pdf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 i, i;i Product Approval Method Method 1 Option D file:///C:/Use rs/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%20Code%200nline. html 1/2 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.2395, 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: W® file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of 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 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: a Robert J.M. Nieminen, P.E. s : _,;c •: Florida Registration No. 59166, Florida DCA ANE1983 S+ a`,;;•` The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. 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. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6t" Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 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 10/08/2020 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 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (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 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 3532.09.05-1113 Certipcote ofAuthorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 652-SB47 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", )M" 25, i(T'" 30 and )W" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shanglee, 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 CreStTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and 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 Vasd = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V„ I, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,sd = 150 mph (V„I, = 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 3532.09.05-1133 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 3 of 12 QO-rRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / 11905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or 119051.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.E or 11905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT 20TM_ X T'"' 25. X TTM 30_ XtT— 30 IR: LOW AN ENGLISH 5 s/e" (145 rr 5 r PbM n D 171, 17" 17" mm) 305 mm){ M( 305mm)(305 Selant I"(25 mm) o METRIC t31/e" t3'/e" 131/a" I-(25mm) —Sealant t"(25nm)-j 61/0" T Figurell3: UsefournaUsforereryfullsbingle Use four nails and sic spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 type II is suggested. q8,,,rm9 emeni Apoly 1" (25 mm) spots of asphalt rooting cement under each tab corner. Figure 114. Use four nails and sic spots ofaspbdl cement on ship slopes CAUTION: Excessive use or roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20TM, XT" 25.) "" 30. )MO 30 IR: Cut Shingles 25 m , 1— 1MCapcap 1-2" (50 mm)Remove, I-- 12" Cap 305 mm) Shingle1 Figure 11-24: Owl tabs, lben trim back to inks cap Wngdes Bnglisb dhuensions sbotm). 5"t2" (305 mm) r`i Fast t25 iNa) g° A r3li, WAN°njpOe Figure 11.25. lnslyd/alion of caps along The bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastice NPITM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate of Authorkation#9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13. 09/05/2017 Page 4 of 12 6.5 6.5.1 ARCADIATee: LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nail+ for every fill shingle localed a:s ,41own helow. 1' (25 MM) I' M min) -- Nyl lre na.1 Nedtre , Fitinre 2: ('se si.c nni/r /)r er eq.f dl sbhWh!. QOTRINITYIERD L>c SIX nads and FOL R spul> of 'r,,phah roofing cemem for mrc full Aingle a% Aoun helow. Apple acphall roofing cenunl 112i non) from edge of shingle. Mph:dl roofing cement meennr r1.ITAl 1) 4i,46 I}pc II i. S11-ge>led. Hip & Ridge for Arcadia'": Cedar Crest'", Cedar CreStTM IR Figtire.f: (:ce sir nrids and f nir qu)ts r faspbnl! ru"rirrt, ce rnenl "n simp slope,,. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 12' f ss re — I_(gp5 Into) t Hand -sealing adhesive 4" 1 /4" - 3/4" — Ir Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6r" EDITION 12017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 13: 09/05/2017 Page 5 of 1Z 6.6 5W (16 nab Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. NOR F00.000,050,111 o Adddiaal mds it m g6ted. 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. a Mpzo1opt we"1 1 1.(a+a . Receanm, / 6.6.1 Hip & Rid(;e for Belmont° or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest"' or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shanglem Ridge Figure 17-18• Sbangle' Ridge. 18 RemoveExposure from the right t' f ` g•and fasten 1 SECOND Fasten the . left side 85/8. RIGHT FIRST I/ LEFT Figure IT 19: Installation of Sban&0 Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP3'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authari:ation #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 QOTRINI-ry I ERD 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE 6.7.1 6.8 STANDARD SLOPE Use fire nails for every full Shingle. F— SN' 16 mm) I" 25 mm) T 85a. 220 mm) Fignm 17.1.• llw fin• nails for et r+rfid/ ( rand Jlanor Sbangk Carriage /louse Sbmrgle. or 07arwrial Skar. I'sc seven nails and ihne slwts of asphalt roofing cement for even full Grind Manor Shingle. I'se fire nails and three slwts of asphalt nwfing cement for every full Carriage Ilouse Shingle and Centennial Slate. Apply asphah nwGng cement 1- (15 mm) from edge of shingle Figrrra 17-5). Aglhadt noofng cement meeting NS-DI U-1586 Tpe II is suggt4td. 38 mm or I7 125) 518" 8 56. 16 mm) (M mm) 125mm)l I I Roofing Cement Figure 17.5: Wbra inslaffing Grand .11anor Sbanglrs on slerp .doprs. tar urea nails and lbme spuls of aspball rorPing reareal Hip & Ridge for Carriage House ShanRle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK"", LANDMARK"' IR, LANDMARKr" PRO, LANDMARK"'" PREMIUM, LANDIVIARKTM TL., LANDMARK*" SOLARIS, LANDMARK"'" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(3D5 mm)-- --(375 mm)-- --(305 mm)--j ae9r[O' i irf bt:'i^'1CnnM L1C :.c .rx.. 7Y 1" (25 mm) Release tape 1" (25 mm)--I -- NailableT Area LANDMARK TL NorthGate: 13'/2" 13" 13'12" 1--(343 mm)-- --(330 mm)-- --(343 mm)--j l"(25 mm) 1" (25 mm)--I — Figum I.J.4: Use four ands fur erriy full sbingl(1. AIDE 1AIING Ir 14 31/' it AREA If (305 mm) +— 1375 mm) y— (305 mm) I Nadng Lints 1' (25 mm) UDPm ral Ire r (25 mrn)— ower nad Ir e Haling 000s for low and standard dopos (from 2:12 to 21:12) Hal Ixeteven upper 8 barer Ines as stww,n atxne. Exterior Research and Design, I.I.C. Certificate oJAuthorirotion x9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (620) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R32 Revision 23: 09/05/2027 Page 7 of 22 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See belo%v. Asphalt roofing cement should steel ASTNI D458611,pe If. Apply 1' spots of asph;dt roofing cement undo each corner. and at about 12" to 13" in from each edge. METRI( DIMENSIONS 12"— 305 mm) 1 "(25 mm) Nail Area I For Steep' V.— 25 mm) 143/4" 12 375 mm) (305 mm) seaseTape 1"(25mm)-- QOTRINITYIERD LANDMARK TL 131/2" 043 mm) 13" 330 mm) 13112' 343 mm) 1 125 mm) I 1 "(25 mm)-1 I rWifim, IC 25 mR Ing Cement NorthGate: STEEP 12" 14-3/4' SLOPE I--{305 mm)-— (375 m NAILING AI Nailirt REA --1' 25 mm between FigtNe / 3-5: Use six nails and four spots of asplxdl roofing cement on slop slopes 12' 305 IT 1'( 25 mm) Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 na8 Ones 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 t 12' g7/8' 305mm) 4151t( 250mm) 415/ 1li 8' ( 125mm)I(125mm) 150mm) ( 150mm) r Notch for Centering 17 \ 15" Notches for Alignment to the Top Edge Previous 37m T ( 3 7mm) of the 180mm) Cap for 5'(125mm)Exposure L \---/ I L English Dimension Shadow Ridge - Exterior Research and Design, I.I.C. Certificate oJAuthariration a9503 6' EDITION (2027) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 I 75/ 8' 196mm) k r Metric Dimension Shadow Ridge- Evaluation Report 3532.09.05-R13 FL5444- RIZ Revision 13: 09/05/Z017 Page 8 of 12 9 27,7r 1250mm) Ceruti q Notch 13 t14' — /— 337 mm) \ Ntgnthese / notches to top edge of prevWus course NorthGate Ridge QOTRINITYIERD 13 1/81,—( 333 mm)— 4-6 5/8'-ice 6 5/8'- 168 mm) 168 mm 1 1 Centering 131/4' Notch 7 5Mf19tmm) (337 mm) Align these 1 notches to topI 7 518' 194 min) edge o1 I previous course. NorthGate Accessory 305 ro Laymg NotchI / II I I 5' (125rnm) I I l 11_ Figure 13-ZO.- Use layrng nok&u In center sbingles on bips and ridges, and to locate lbo cormu;l arposum, 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthorkotion #9503 6r" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40- Guide lines (1016 ram) 5114' 133 nmt)kNNE 14 114' 362mm) NOTE: Apply nails on painted guideline. Figure 16-6.• fastening Pnuidemtlal and Prmidentkd T1 We sbingks on lour and standard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roollng cement under each shingle tab. After applying 5 nails in between the nailing guide Wes, apply 4 nails 1 above hb cutouts making certain tabs of overl)tng shingle cover nails. 1 t' diameter asphalt Fooling cement figum 16-7.fastening Pnaidenikd and Pmskkntud T/1 sboke sbingles on s" slnpm 6.9.1 Hip & Ridite for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV", Presidential Solaris'"• 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL Is 12' x 12'; Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "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: 936, 40 rant) 1 1 I Rooling cement I I I ffriv 13-I: renenlra aarrnmxhhgfn ousurP Wp" For steep slopes, use the naib and eight spas of asphalt roofing figure 13•ir 11nienfng llnlleros Xhfagres at cement for each rue Ilauerus shingle as shown above— Apply 1' Corr mrd srmrdmd.Vopes 435mm diameter spas of rooting cement WrM D 45961)pe II For low and standanl slopes, use live nails for each NO suggrsud under each tab corner. Press shingle Into place, do oat Hatteras shingle as shmen abow, expose cement, CAln'1011: 70o much Fooling tenant can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthorkotion a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2027 Page 10 of 12 6.10.1 Hipli Ridge for Hatteras'"": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14: 18lbree piece ta its separate to wake 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I I I I I 1--- 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20. cut Hatteras sbingles to make cover cap. QOTRINITYIERD Faster gig {460 mm) r' eo ti 203 mm) rW s d' oilA. % • `25 Figure 15-21: Installation of caps along bips and ridges, 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'", HIGHLAND SLATE'"" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: MMM 0061pui"s 9%ra4lt"D re:4 raddled —cuter soot to row) Figure 11 •,3: Use Fll$ nails for eacr), Higbland slate sbingk: Use FIVE nails and EIGHT spots of asphalt roofing cement• for each full Highland Slade shingle, For h1land-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 T Ve 11 is suggeaM. Ms-osc" rsque" SIX mts I" rats rtRtslstl on• pr1"r c0mA a 0n 1 Figure t 1 •,i+ U,ce REF nods and eigbi sprits of mpbatt mofirg annul unthr ea.b rob corer t:AUTIUN: Excessive use of roofing cement can cause shingles to blister 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest"IR or Shangle Ridge" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate olAuthorirotion#9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (620) 651-5847 Revision 13: 09/05/2027 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR naiLc for evety full shingle loafed as sl umi below. SrrJ• Itm 156 mm) 0339r.. (M-I + 11u' ff- QOTRINITYIERD STEEP SLOPE 1'sc F01;R naik and four spurs of asphall nxifing cemcnl for 4.—Vm full shingle as shown heloe: Asphalt n"Ifum cement inm4ing X1%1',%l D4586 l)ylo• II Apply 1'(Li nun) spoLs of asplhdt Tolling ctintln :is shoull. CAUT10 ; E. essice list of roofing cumeni can cruse shinglt-., it)hlislcr. i._—, — ------ i-- 6•IA' 1 ' 1156:m1 f •Q U 8 TT Roofing ctmgnl 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge"", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 2507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY. UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R73 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13. 09/05/Z017 Page 12 of 1Z 1 /2/2018 Florida Building Code Online as Business 8t Professional Regulation DOS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Scats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear b a + d 1 Y" product Approval lu 1 USER: Public User NProduct Approval Menu > Product or Application Search > Application List > Application Detail DCi ffiC14 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 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence 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:ltwww.floridabuilding.org/pr/pr app dtl.aspx?param=vGEVXQwtDgtF2AezuarjgOiAramDGm5ebt5wRV128J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eyal Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underiayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001-4 2017 FBC Eval Renort TAMKO Underlavments final,ndf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Third Partv: Yes Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes https:ltwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtF2AezuarjgOtAramDGm5ebt5wRV12BJ8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29624 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKOO Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No. 15 UL Asphalt Saturated Organic Felt TAMKOO 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 organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II undedayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and 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 Underayment may be exposed for a maximum 90 days. Self -adhering underayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOV ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers 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 Euiily 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, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 STATE OF A``,% CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6' EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKOO Moisture Guard® TAMKOV No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOG 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 50°F except as follows: a) The minimum application temperature of TAMKOV 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 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 underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOV TW Metal and Tile Y Y N N N YUnderlayment TAMKOV TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-RB Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT 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. ptY R. 00 ti,••.GE NSF • `>!. No 74021 0: STATE OF 00"; S,ONAL lp f111111 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2b18 Florida Buildino Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats & Facts ! Publications I FBC Staff ' BCIS Site Map i Links I Sear Florida 0' i6 Product Approval USER: Public Userpr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 a 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 RRj a':} Product Approval Method Method 1 Option A l ` :+` ' . Date Submitted 11/08/2017 https://floridabuild ing. org/pr/p(_app_dtl. aspx?pa ram--wGEVXQwtDgsFg PhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1 /3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 SummaEy of Products FL # Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 16051025.ndf Quality Assurance Contract Expiration Date 08/ 17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 3792.2 J 730 Roof Louver, [Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes, Impact Resistant: N/A. Design Pressure: N/A Other. 1. Refer to applicable building codes for required ventilation. 2. 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 700 Series - NOA_ 16051028.od1 Quality Assurance Contract Expiration Date. 08/16/2021 Installation Instructions' FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third_ Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odt Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.pdf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes I I The State of Flonda is an AA/EEO employer. Sooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMa01ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, 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.eoy/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A4A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/1.6" 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-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 %4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail ]'/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 %:" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1-1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A T T i 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B f— ,e.cx, 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 1 DETAIL C 16.Q0 750-S SERIES LOUVERED ROOF VENT 9 1 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 t DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE W NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, 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.miaFnidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined 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. AYA_ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I00(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 1'h" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 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 %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT 4 t f DETAIL B 750 SERIES LOUVERED ROOF VENT y. 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 I JOva 16.OND I 750-S SERIES LOUVERED ROOF VENT 9 ; 0. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 11.00 fI 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoWeconomv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 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'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A j I GM MME a 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 t i 203-1 i 5.33 DETAIL B 1 1.00 -i 750 SERIES LOUVERED ROOF VENT 4.91 01 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 16.00 -I 750-S SERIES LOWERED ROOF VENT I- -9 1 i 4.91 - NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 I_ DETAIL D 11.011) I 1i 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE II I4,91 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 r-parrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year AC1 318 2014 TMS 402 2016 Method 1 Option A 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products`• FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLi58 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 RIO C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 11 NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eac- tto><t The State of Florida Is an AA/EEO employer. Cooydaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request,, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. -Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dldt here. Product Approval Accepts:, Credit Card Safe M IAM I -DADS MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AM. 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 A4J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Pan: ino, P.E., dated Match 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No, 17-0821.18 MCI A DEeouNT' Expiration Date: 09//201 I Approval Date: 09/2828R017 09 /Z 8/71/7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables"' sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4' , 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-5 2 9- 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 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.E., datedMarch 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. oe C' Oelimy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/11/2018 Approval Date: 0928/2017 E- 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ") 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifidng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. Cff elms A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/l l/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., cert Being compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A zu,&2= 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 TYPE TYPE •A,TYPoPRESTRESSEDCONCRETELINTELSgnICA STEEL v it EYflf.¢y i I vas©va ma,nvai mima swm A" SOLID LINTEL DATA TABLE QLa[4)Ir.1 l lil4lf l':rJl,GDi FiQ6ai[kl1:11L:',[lIG i r SeR O a2 arnS t"G9• FiCaiLLl21 t !'.alld tIf1 C'a IIO raor"I'M aaoa,V" a M"" ra lama" mft" - a 6 paorafao ar CO/Yaatlr "0 .Vm C7NIor a amnia m m PlUmm Mott r1 tag rasa Vaaa1 Comm CAN-=C al. m L UWW=W enm T/AJ Ma M= Y,el A J.. Aao A aca+a A. aa' M ITWIOL a Ago 1f 00 JMW . aM A NAOJ b raAlfa "to S. MM nq 10M aaaor JaaV1t awaae Aar oWWa 6WM L oJaaua Jaaaoa , rY . "M ra M ALL J M Mo a aaa aa1 aa, w or as aoNoeao Wa wa awn[ - ao. or rQ4il IMOA fe . Noe M M4 MW lalda faasra . a, ta{a as amaaA4e CM MMIMla Corti Pala L Ulloa an0. QWL K WPa r "aoon to a Naa WIN at" 1 amm real WAa ML d e Aae 11 ow ra16f Arta YLYNa ma M" J CA a ITA Ca rxi rc aaeac s aua t['yveur[Ivt o , llL:lf l]O iaJGY I'!J' :l lAl!•ilil• ."aA3J/r/t MIaJ air/.\S>• a 1RIa [SQI' Al i.]i •'tS:a 621 VtSL"d[iLS7L7 Q>• ate raafaa-ic' rarnr ttal+e'.ut r•vfra cvne>.ruaa= anr_vaa-rJr rr-.na;:wrFr"%cJrarvc/:rr,mtvszarn C G i first G•"J RL1a [t163::.1 mCiS ItL' S_.i CCS F O j iIA BEN • • •• 4 * ^. aoPRmtOaw• Da,aUpB• lLyac7iWnpRlaG. IlLISrChoD 0. AgeJo/- P la:ZOi, , MonUCT RCI`^ VaIS1:IAID Da. mcaaplY 4 OW141rodoco140, T 0v,w p c PWIoIJJ 03 0 R/ Py• CRAKiPARRINO 1 co'roY G\•: MCR579 NAL6 L.• MWNEFL R. 33M M BillmIc PRECAST AND PRESTRESSED LINTEL DETAILS ulaar • °i•- rlyf.W.., IRL Ila[I gWll-IJ pM[ M [Ts xwM11UW A'4G AS mn f ' • Via". iu[r Ah Ja[am as CLAM rARM ". I Ugwm wait MI 1 or I i SMERAL NO] Q Ilmdlc rI }ppp carol• mile •GPI) w i •d•"m•ml EWE' dwevro'fo0r0 pd t) N mM ba1 eeEbx 600t1 deepe r e4 bcb atd*d bcAQ. t' mt1, POR C''aatn•0 Im: b mun 4 tie bdkcc 3) A tdMWWbed dhad I" 0 im b !:: A beodmp lampymgmt mduccm to J'i fx a''Iadim+ li7a (AN 1 OQ 10E00 5) Al ttbb m d ar acmd 360 4dbctlaL J3mm a &m• m a t/laoTildb-a% SeNm 1 o cwfikii ?@ FbMo MOAn 0) bam Otl Cobb a rgrS•L 7) r •eM & Wb to a bddYd t/ r imtmb. batr•dd .d 0' cm ram .. dOmotL 6) alatc!jdnmwlb:ap udtdi mmt Coo* alb a. .ai,etmd fjodmief me dqlpw TVAIMWmaaar. ON mmmt'l 4W ob AMat 4 b omW ho 14) RR • HA Ilebd It) wa• ON •add mar to a lem,d d Us Mmt d la tdd mt$- 12) raai • aOd n'."> af• dp .t1A 6-1 b" wlmm d 13) 1• oleT• ai• ca d iAdt bdt>bl b otedtr mnerab dd bm1 a caoGq d dmm apdttl b ameba ttb ASIv fi010 Ipmd c,o0•} 14) (slab boats t: e wrcd {,rdy _m i ml I W*VW bob abed(bdtdmlffir* 0r eaes.o tom.y an W kMf6o V tm0m1 bad + AoAfd alt•nld led 1.0 SW mA,d bd Sab bnb•a'd bd S 15) Fm tmAd,• Told b*a RA aarm ma mb bd hm ooa low bddd Oem. IQ Ibr ta,d botl'r ad d•to, 19" mb bd bml am bMPd blO OM oA tal• bed, m aoabpd db-db boo. 18) 3d• bode aa4 m m b•d 4ap atdd'dt Prl AO0n67 0.wd AD3M 19) A ddr9, Mea' dnad•''da o ( colonIM ISMSM L daCtl rode d i'L;"%;. SEESAE LAWAI. LOAD 1A9LM FOR LOADy MTMC REOiFORCED Go;wLo 4?'i'• }Y1y sr,.•. FULL COURSE 2' QR TTP r s,'vs.; 5 REBYLFOR C MIMS 4., S R0#t fOR 12 LINTELS cR o « sReo MODUCT REN1560 m C000*6wl4b lbo Mid& Owl aat Cbb namAatm*b1. 7d& l • /80' •o Od• 2/g TYPE OSSIGNATION Itu o•maam/•- umm 6r 0 1 12frow«'( ,umoi 6'-2B/2T o J L. v k!' eo'Az m cr m 1)mm mr=Ms 7 • 7 ,. • 1-Ur am 4S8 Cq:< QO•vN tl'- N ao> d rlama mmg LL TMTH of SAFE LOADS FOR 4" SOLID LINTELS W-4-•r• GRAVITY TYPE LENGTH 4S8 3'-C -( 421 PRECAST 1180 41-.r (487 PRECAST 939 4'-e (541 PRECAST 769 V-10'(701 PRECAST 460 6'-6' (78) PRECAST 360 7'-6' (90' PRECAST 260 9'-4' (1121 PRECAST 156 10'-8'(1261 PRECAST 116 Me 4-4__ UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- C ( 421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(70' PRECAST 407 148 e-6' (76) PRECAST 360 118 7'-e (901 PRECAST 280 87 V-4' (1121 PRECAST 167 55 10'-6' (126n PRECAST 152 43 121`8 121`12 12F18 6U8 61`8 8F12 61` 16 Y..• t " ol y> r : r • 1 ti- G • • 12F28 12F24 12F20 PROOuGTRINISIiO b, : *' maa•rAl}i m00to PTaW T • !• c oullal•yI Lb, p _% .'( j CFWGPAMM0 A00 ummNc Ole KI6320CRb78'`0II0A Oat• e8F32 6F286FZ4 6F20.N . G` L6It as58qN CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES tr . W AUIC UMS-II OfAE'M M JQWI r<tlbOD 3W[: LLTS C1710.d'•Si8 WIG OR , I. a= pMW .. - t10. IM "M I atAA1C - UN,2 9M1 1 N 1 c—, SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS Caslh wna SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-186F12-186F16-IB6i70-IB6F24-IB YB-186F12-18 3'-6' (421 PRECAST 2332 2575 302 5050 6148 7227 8297 9357 4'-0' (401 PRECAST 2025 2313 U92 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1867 3633 5050 6148 7227 8297 9357 5-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 U97 8225 6'-8' (781 PRECAST 949 1078 1331 2850 4328 6737 8297 9357 7'-6' (901 PRECAST 779 883 1452 2188 3151 4524 604 9357 9'-4- (112' PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-V(1261 PRECAST 503 66 895 1270 1706 2236 2898 3747 11'-4-(13n PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-W(1441 PRECAST 425 477 744 1042 1377 1769 222 2808 13-4'(1607 PRECAST 373 417 646 595 1170 1463 1852 2285 14'-0(166' PRECAST 351 392 505 835 1087 1373 1703 2087 17'-4'(208' PRECAST N.R. 299 455 1 520 794 985 1198 1447 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDEO REBML SET: GENERAL NOTE ND. 4 SAFE LATERAL LOADS eno An °vcceor I1.J I1am a C SAFE LOAD PLF TYPE LENGTH 8U8 6F8 RCMU 3'-6' (42' PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-V (54' PRECAST 416 609 344 5'-10-(701 PRECAST 300 350 198 6'-6- (78' PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 V-4- (112-) PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 11'-4'(1387 PRECAST 139 311 49 12'-0'(144' PRECAST 131 277 44 IS-4'(160') PRECAST 117 223 35 14'-0'(1651 PRECAST 111 202 32 17'-4' (20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4mv-4411,11nr SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-IT 02-111 6F16-1T 6F20-IT 6F24-IT 6F28-IT 32-IT Y-6' (42) PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (461 PRECAST 1225 1800 2357 2913 3470 1 4027 458J 4'-6' (541 PRECAST 1003 1592 2C84 2577 3069 3562 4055 V-10'(701 PRECAST 831 1222 1600 1979 2357 2736 1 3114 6'-8' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-8' (901 PRECAST 648 ox W04 124904 15449 184049 2135 2431 9'-4- (1121 PRECAST 575 571 980 1252 1492J 173215 1972 tx 10'-6'(I2n PRECAST 514 462 787 co 1121 133 1551 1786 11'-4-(1361 PRECAST 474 404 655 C. 985 lu 1213 1442 A45 tv 12'-0'(1441 PRECAST 454 41 38704 619 888 1093 1299 I" 13'-4'(160') PRECAST 402 30804 516 736 906 1076 1247 14'-W (1681 PRECAST 368 285cm 475 677 832 999 1145 17'-4'(2081 PRECAST 253 108 ed 338 476 585 093 89.1 IN J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RE6AR. SEE GENERAL NOTE NO. 4 PROIXICf RE VISEO aoyin 4, 11 dm Florida building Act.plm,ce No - O 21JB Capi ba Oak e PA 44 - d °voyloww n LDBoaftCW. IGa Flaaitdo A`a`PWee Na oa7 c ( / p P • CRWO PARRINO Fh:1 " ,Q 18 SS/IVAI Ea.2•`11 SEFFN sm CR 579 An""104 321 rw a SEE GENERAL NOTES — SHEET 1 OF 3 'ry,,,4,,,,a FL PE L1C NU MM 44759 a1R OF 1p1 1.im. fy .yr },-"..1: CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESa Fu m". OWU-14 olm Sh Jaw. mm StAIEI LL73. N IIAM VIVO 0¢Co Ill. PAM FZ - m W. 4071 OtJWN I 1T1611 fliR 2 0/ J i 3 SAFF GRAVITY LOADS FOR 12" PRECAST U-LINTELS WW4-1" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1268 128-29 11712-19 12r16- Imle IM4_26 u126-26 IM-26 Y-6' (421 PRECAST 3428 5000 55M 7619 9352 11060 12755 14430 4'-0' (481 PRECAST 2923 4232 58M 7819 9352 11060 12765 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 S-10'(701 PRECAST 1611 2320 3218 5234 8467 11060 12755 1443, 8'-6' (781 PRECAST 130 1986 2879 14196 0421 1=2 12755 1 r-6' (001 PRECAST 1138 1628 2131 3218 4576 5756 19763 11 9'-4- (1121 PRECAST 795 1216 1535 2230 M 4141 5593 17.5%5 10'-8'(1261 PRECAST 614 1043 1295 1853 2515 3323 4334 5632 11'-4'(1361 PRECAST 510 945 1162 1649 U16 2893 3719 47 12'-C'(1441 PRECAST 456 878 1073 1313 2020 2617 33M 4206 IS-4'(160' PRECAST 359 707 925 1294 1709 2148 2743 3409 14'-T(166') PRECAST 321 720 865 1204 1564 2017 2451 3108 1r-4'(2051 PRECAST KR. 451D 631 351 1141 I428D 1750 2102 19'.4'(2321 PRECAST N R 343 471 700 925 1152 f380 1609 W THE MMG M PAM MEN JM P1RWU REMUM WR QM Fo FRO ADMD FM& AEC WM NOTE AM 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U-UNTELS 4 mm-*,R\ SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 12ft116 1206 2e I21G10 17v1M 12RT18- 186i2- t8626- ISM 4'-4' (52' PRECAST 25J8 2942 5468 7584 9640 11669 113M 15679 4'-8- (54') PRECAST 2319 2740 5466 7584 9540 11689 113M 15878 5'-8' (sn PRECAST 1347 1841 3555 8395 9640 11669 13M 1567q 5'-IC(701 PRECAST 1259 1758 3351 5954 9X18 11669 13679 156 6'-8' (On PRECAST 924 14J0 2633 1{15 6684 1 1257 1460Q 7'-8' (001 PRECAST 703 1203 157 3{94 5259 7922 9 113 9'-8' (1167 PRECAST 389 8/3 14SI 2157 3203 4427 5417 cm 8380 MM 04F1WAMR®NL AE QUO& =1 10.`5 PoR C SAFE LOAD PLF LENGTHTYPE 12U8 12FS RCMU 3'-8' (421 PRECAST 1295 4841 393 4'-0' (4n PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-10'(70') PRECAST 681 2547 135 8'-8' (781 PRECAST 579 2187 123 r-8' (90' PRECAST 474 1771 91 ' 9'-C (1121 PRECAST 355 1326 58 10'-6'(1281 PRECAST 306 1143 454pp 11'-4'(13n PRECAST 278 1041 38 12'-O'(1441 PRECAST 260 1 971 3454 13'-4'(1601 PRECAST 229 657 278 14'-O'(16n PRECAST 216 809 251 17'-4'("n PRESTR(.'= N.R. 633 16 19'-4`(232') PRESTRESSED N.R. 534 130 a" V MWM 10 4'-4' (521 PRECAST 1 4'-6'.(541 PRECAST 1 5'-8' (681 PRECAST 5'-10'(701 PRECAST 6'-8' (801 PRECAST i( 901 PRECAST 1161 PRECAST McoucE a, nui o - m+a P1tlalon 1AroUaq'-- 8 SEE GENERAL NOTES —SHEET 1 OF 3 MVMEM OF PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4cmal4mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IVII-21 IV12-V 1S16-2112M-2112FN-11 2T 12F31-21 Y-6' (42l PRECAST 2752 14M7 15613 6938 1 U54 1 9589 10915 4'-0' (4n PRECAST 2389 13721 4672 4023 1 7174 8J25 9477 4'-6' (541 PRECAST 2113 3291 4310 3328 6347 7365 9354 5'-10'(70') PRECAST 1823 2521to 3310 4092 4875 5658 6441 6'-6' (781 PRECAST 1444 2269,2972 J675 4378 5081 5784 r-6' (90') PRECAST 1257 1767 3194 3806 V 4417 j 5028 9'-4- (1127 PRECAST 1028 1171J 2006 2590,4 Woj 35 4079 10'-8'(1261 PRECAST 920 j 947 1612 2281 2764,j3Mj J853 PRECAST 1404 1962 2441 290 3384 12'-0'(1441 PRECAST 1269 1788 2201 2616 3032 IS-4'(160' PRECAST M434427oj 1057 1485 1628 2161 2513 14'-O'(166 PRECAST 974 1385 1679 1993 2309 Ir-4-(2087 PRECAST M5 964% 1162 140 1823 19'7(23nPRECAST 366 370,4593 j 617 1002 1187 1372 1) 6R RIRM96 IV MOMS ASE KWW 9MUCRW Pod CND[ 40 mo AMID K" SEE amm Amu a 4 SAFE UPLIFT LOADS FOR 1Y" PRECAST w/ 2" RECESS ODOR U-LINTELS 6aP& M I SAFE LOAD -POUNDS PER LINEAR FOOT 3692 25 4'-4- (52') PRECAST 1626 2685 3748 4808 5357 6920 7909 3458 2417 4'-6' (54' PRECAST 1558 2562 3602 4623 5M3 6884 76E34 2236 1 s,-r (631 PRECAST 1210 2042 2850 36H 4466 5273 6061 2129 155 T-10'(70' PRECAST 1173 1954 2769 43M 51U 5900 , 1716 117 6'-8' (Sol PRECAST 10201 1530 2428 3114 31M 4489 5177 1438 9141y 7'-6' (90' PRECAST 904 1226 2163 2776 3390 400J 4617 . 1011 I9'I8' (1161 PRCCAST 703 u 711 1472,j 2181oj 2663 3115 3628 NR6IER9 IN PARNM66 AK P PAW REOU om FOR V • • E N S ' 40 FM MM 1IENFA SEE 0EI A WE #A 4 P11o0ucrRaysw 447oAdkdkw 0,%% lh tln PlarlJ T E CM0PARR4Y0 A apblmPb o ,03 bottil.D °/8 R P•, d 632ECR578_ 58fF 6R 4Y 53584 roONALE4.4•` (. P.E48E.U10.4urs516 mu3CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES PUE tulle oma•u oun m Aaw Awao scar, NI.T. tuR1 dltaED m CAM PA AM. Id. - M R0. atrsF DEArrtaNa Ulm sw S a A M IAM I•DADE MIAIVII-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (REH) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mian idade.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 Slaving Jurisdiction AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -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 Parr no, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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 entu-ety. 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 He%lmy A. Manlcar, P.E., M.S. MIAMhDADE CO!7 NOA No. 17-082 1.19 UNTY C Expiration Date: OS/21%L022022 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fe rural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamm; P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Cert f ed Inspection Report #20-8345 dated I I113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125/96 for #3 rebar by Amerlsteel. S. Mill Certified Inspection Report #84-M19614 dated 02/29196for 45 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03106/96 for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-11I20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. d. dLde: my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #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 #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 9-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 9-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/Z8/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report onflexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department 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: 05/21/2022 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. Nome. 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 U&4, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. 6ptbm_yA- Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Mpiration Date: OS/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST 1 PRESTRESSED CONCRETE LINTELS tl t '• 7 s - 1 : c C`vG'x7",.l . yXT .y ^`;.;. - r f+f'-iC rF ?'. c _ '7' tZ ; 1.-• mwws ml +• M .i.lmu M £ an"#- o j 1 i• .%`6RH 110N m Nr,A .."fem.•..+. C aE FA elGmaa 110md .' ru r,,-.w.. a/7 V yam vldt ' 1Z27,1S ZI3l2eZL , 77 IIS .av.ii 3 rr]G i Tlr*q[`[i.'];j1 LY7C^YYEi3 3l ii'ia•GF3'7 t:t1 F.1it•..F7 L"J eli:!•r 1;:• I Ieli: O i F/cii::.f 3:('i t;1lCfi QFiG f•>[>• 1..' e..,1 I I LOfmF! iQSif/T.G7l1 i i61 0 6".Clr G'li.l0 tlaS.J 1Li VtLL7Q'cai ti• rIGY r:3ui t/!7 E7u3'::..1 li ii F/EttF3...`.l f[1G! QIGVi la It4i'r7[Sl%fffiiW im 8" PRECAST W1_2" RECESS D OR U—LINTEL DATA TABLE Cl ib i[Ll®[gin, i4'!'F7 ESGL JGr!]S[••.z7fl:ar2i=':,!!F.4`.".!/ l`- AI ticraezd 0MOM19116GL•Ll;Idlownyr: rn ME" riary 7n; Ecv Ktura:_:3 IT...r.i_._:rc eo or 3K3 nl0 11UAP rm omcn is flow® Wa sofa= ArrtaYw<. Q O t MM eT tarml.'arJ um No cm= Q momu as oam®uttm mmaoul Jx1 rtJW =am au m ar wr-alv[ u3L ae L& A moo 6 IOVdWW'3R6i 1/f3 Nn p1Y wa i ii 3, wro 10 MAL a= ar ma" 1I0 J3 em{t a1L31 W .fill AetN•J/I. YC" Immo b == 3WtlW rag C" aawn rwm W -awumx FURUM" ON a me .aaamlo wo rat MWl[ walm 33N MIL Wig;; lmo6 i uaAs a ooNgat elammm e.. //t3 ra to r Al CAN C06 am umar, P. • /.tt W mu 3a. a a Jal lms of relT tlrilO¢ mR0 ravwai • m Up" . • aum M amerce ov et {aa tl floe 3, Omla. ea3m u fallal . 4JO .. K remtmm Wma JAIwaW aim 1. 37mr w IOI" nt3l- W mtu WWO 4Mt NAMM lita GQ•r•;. ... ; v ENs', '. raootraaenaa j caep slat aoaarrwae 1G CRAIOCRB W axacRelo SMERR FL 4,M • ILPEUC-r10.44766 CAST-CRETE 8" LINTEL FABRICATION DETAILS C a1ACr 1-%0A1n•ry I nenc FAR A- PRECAST L PRESTRESSED U4JNTEL8 C-W+OW SAVE LOAD - POUNDS PER LINEAR FOOT TYPE L8N4aTH SIM U5.0 1ss-Is 11`11-01 snt-11 arts-m en4-Is fi M43 alms 18 14-M 11114-15 W" alms 6132.69 er32-11 3'-8' (4Y 1 PRECAST T231 3009 3719 am ow aoa 4 esm Iml 3M 4602 e1113 7547 a974 1034 Ikea 4'-0- (461 PRECAST 1968 254l V51 3no 4M 24sI 7434 11107 2193 4055 W3 7s47 e114 Im16 Its" 4'-0° (541 PRECAST 1599 1969 Via 2m1 3753 4511 6400 4234 118 4375 4113 7547o ea72 10194 Ilea 5 -4' 64 PRECAST1 1217 1342 14Se 1111 2M JU3 1 4249 tam 31110 mm M OW 01 5'-10' a1 PRECAST IOa2 Alm 1175 1431 2090 2549 lag to 1451 ta21 4360 6s 7161 am C-8' (781 PREI7A5T 906 113e III? 3m1 3707 43m WWI 1239 2177 sue 351 9150 t0u T-a° (90 PRECAST1 7p toll 1721 21A 2203 sage 3191 30 all 1 I 3e9e WI Ns7 eon 9'-4' (1121 PRECAST 554 I" lIW 142a 2.911 3151 2518 3XI 7ct u4s lea aa44 34m n e3W 10 -6' (1261 PRECAST f75 am a>a 1247 2013 V77 2163 25M e43 IOA IOA I013 2761 766 11'-4' 1 PRECAST36 / J62 94S MW 1411 2423 5117 4005 592 945 1310 1645 210 3121 4005 12-0° 114' PRECAST 337 510 m3 um lull 2593 2203 3552 540 573 1254 1451 210 Un 1 J'-4' 1 PRECAST 298 471 703 u74 1426 I636 2311 471 lm 1073 1426 Is76 2316 21a1 14'-0' 168 PRECAST1 279 424 703 WN I= 113i7 2127 200 442 701 1 Im2 139 loll 21V 200 14'-8'(17d) PRESTRESSED r2315 78 nn la Iw m IJ7a t9m 247213 si7 712711 15'-4'(1841 PRE N R. IR NA NR m MR 0 7w 1250 Im 20R 2a0 nts 17'-4'(2081 PRESIRESSEA H.R. N6S9a0I3702Ia091a49 10n19'-4-(23n PRESTRESSED NA. xl1 6R Nt 1tll RR An 7a0 1m1 Ism 1316 1716 21'-4'(2561 PRESIRfSSSLO NJ MR 1a roe MR 1a IR 1e0 340 ma 645 1114 13" 1468 22'-0'(2641 PRFSTRFSSEO N3i Ra lw III Ta RR RR 10 Us 450 M Jell 120 1311 24-O'(2681 PRESTREM RR. le1 t IW AR 12 MI 129 230 4m T 194 1 1092 1227 SAFE LATERAL LOADS FOR aieeen Ac zomcuTwemn11.2w=t-C . j1 A- . oII SAFE LOAD PLF LENGTH TYPE 8U8 BF8 R ;MU 3'-0' (42")• PRECAST 1025 1024 1598 4'-0' (481 PRECAST 705 763 1309 4 -C .(541 PRECAST 592 591 1073 5'-4° (841 PRECAST 411 411 745 5'-10'(701 PRECAST 340 339 616 C-8' (761 PRECAST 507 721 490 7-6' (90) PRECAST 424 534 303 9'-4' (1121 PRECAST 326 • 512 230 10'-6'(1261 PRECAST 284 401 180 11'-4" (lain MMCASi 260 452 154 1Y-O'(1441 PRECAST 244 402 137 13'4' (1601 PRECAST 217 324 110 PRECAST 205 293 100 14'-e (1761 PRESIRE35E0 N.R. A 34 91 IV-4'(tar)PRFSIREM N.R. 259 83 11-4'(2081 PRESI N.R. 194 64 17-4'(23n PRESTREM N.R. 148 52 2V-4'(2561 PRESTRESSED N.R. 125 42 22'-O'(2641 PRESTRESSED N.R. 119 40 24'-O'(286) PRESFRESSEO N.R. 91 33 AAFF 11131 IF7 LOADS FOR 8- PRECAST A PRESTRESSED U-LINTELS 4A--4RCsa' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE lF1VGTN s6s-rl ero-21 m)2- 7 el2--a Anl-ff 916.21 tt erm-27 e124-if MI-21 MAT a211-21• arm-1T eva 2r 3-e' (421 P1IEt3ASr Iml ms 4 4394 5w 4132 7W1 150 2M 3524 4314 5163 4132 7001 4'-0' (461 PRECAST 13m 23M SOW 3916 a 6723 6071 1363 23m 30W 3115 070 SM SM 4'-6" (541 PRECAST 1707 20W 2A7 3373 3 Ml 53M n07 20W 2M 3315 4018 4711 6379 5'-4' 641 PMW lot# n 127e sale M69 M61 4522 tell 6745 me 2031 MM 39e1 4522 S'-10'(701 PRECAST 90! M 2S9J J107 6i03 ON! 211 07 3 7 3620 413.T 6- 6' (761 PRECAST 135 14 I 32s1 37 1IS 1w lam 2m ml sm 7'-. W (901 PRECAST 727 to 1e74 2ms 21 2m7 JuA 717 1211 1624 5 24" 2027 332a 9'-(• ( 11Y1 PRECAST al Iva I414 1474 1612 2157 2M"I anIms 1643 I469 2206 2011 l0'- G(1261 PRECAST=a Its.1ue 14n nJ1 2011 374 as Alm 4n m3 2346 11'- 4'(1J61 PRECAST 474 504 a 6W 1W7 ID 1313 IM U4 tow toB on Im 1415 21m ad Ir- e(1441 PRECAST176 4n 7N on II Im Ism Uo sae 940 on Mad 016MI 207s 13 i' 1 PRECAST 41e 31 607 76 lW 110 1313 424. 400 7a0 1159 414 i 1067 14' 41' (166) PRECAST 3e4 355 510 714 m9 I054 I22o 410 423 77 100 RSD lam 1W7 14'- 8'(1761 PRESTRESSTO 23I A4 sill 2 623 416 1131 146 im" em aeo 13m Isle 1144 15'-• 4'(1611 PRFSTRESSEO 224 313 416 627 lm 911 I034 27D 3m Ote a 124 1460 11111 17'- 4'(2061 PTaS1REM 117 to tes 306 44t5 eae t 74 e3e 1 751 tIIl f47J 19'- 4'(212') Pf1ESIRESSED lag 120 md 34g 447 667 nd 447 at 1Q In 2m I 429 I w 11t 1059imed 21'- 4'(2561 WIESTRESSEO 142 5a JW 3m 4e0 Galt ISsad 141 373 537 721 fm 22'- 0'(2641 PRESTRESSED 137 107 20 ill 462 111 224 su Im AIMS876. 24'-O'(2681 PRESTRESSED 124 170 247 3 le IN 202 sl9 4 5 so THE NUNM IN PARETRNESIS ARE PERMT RUCTIONS MR GRADE 40 ' SEE GENERAL NOTE N0. 18 ON SHEET 3 OF J. U) r RELO AD01D WSAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3 MODtICT 6 PROOUCTRDVI5GD maaad7Wr" ta61h Pialaia.° 17'k/ NeMM PAMMIED a. T^6 v41h tM I'IoAA:7 Buldu Coda A w O(oIlullOdh%a:Cb.b ASH,7- .02.27•/5 A. teels0.trla ) 4r p q C /9_I /.Ly 160617u10 3 '. NVAUL NOTES - SHEET 3 OF 3 Outu' el •i, ZQZJ 1, PRE PtKtNI lODI1mwl MI WWII 4u NO. 4 ON SHEET 3 OF 3. PROOUC7& 4N4'00 CAAIGPARROVOag6;` 6924CRb79 tl 1. 1e1 A0, 11 U4P f - CRETE 8" LINTEL FABRICATION DETAILS cAtm r-cavl7v I nnns FnR R" PRECASTwT2" RECESS ObDR IlUNTELS stsru SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENGTH SRU6 M1.40 1IM tAFI e0•la- 0eTW7117a a W:71-8 Ww-fl ETU-1 ma -I 4'-4' PRECAST 1835 1741 3m7 J2a Teo( lot An 5t01 10503 4'-e (541 PRECAST 1494 Is"30072M tI904I301FEWlow 5'-8' (11•) PRETAST ao IM 171E 3m big 2441 4WW 13I1 10'(70' PRECAdT 810 050 1W ISM 240 3174 3700111323tt4242tf1700 PREOLSf 791 901 I= 3120 141E 73a i01 1173 3120 1/70 101 90 PREiASf 86972 410 249 nil 602J 76 1490 Ml Min 0a1G'-8• 118 PRECAST 11 4 on 15 0 4011 314E bn all 1501 418 a1I 1) THE NUMN PI PARDRES6 ARE PERCIW REOUGM15 tort QKWL 40 Fen ADOED REBAR. SEE COMM NOTE NO. 4 mumm GAPE LATERAL LOADS FOR a. eaw&&wr d 9" i3cr=4 hnew 1t.1 mm A SAFELPLF LENGTH TYPE BRU6 8RF6 RCMU 4'- 44 (52' PREC1lS[ 758 757 1164 4'- 6' (34' PREGS•T 694 693 1073 5- W (80 PRECAST 400 407 655 5'- 10'(707 PRECAST 382 381 616 Ei- e (807 PRMW 595 788 464 901 PRECAST 509 674 363 I Ial FROST 1 3701 490 214 I SEE CENOUL NOTE 16 Q YiWrrrrh W Rabb" dd asemb b "W" 10crtAdde'idefaas0rmi/ 0u0 Yi e V I 0 y 0q. emd Is aww4ww4m dl c l8 Y31 C.l1Ji1 • r e0r Vppo nl M. GW + iY tp0tma eel eRac"r ar eyyM M gc te dmda— 1/ 1 lri ee ti dnri lit IY aldref1KC71nm W 1da 0 yN61e p• I0 Kti'01 W b. milnum N14' OA VIM raLtd YJ M6nW W Z ID 1 p0yM1 0 p 4 n2p WiW10R1wA • w 1a to) Rt MV00 em am* ad am w Rat bW Uae rol Mr kw e0wn 1 1 Yd s. 14 to we k**w ad dam it. Rah rd 0RR all YapA W Mm 3) Re" Id as" bd ad bat lib 17) 3de bed o gar, aOwdh lwae 4) 14e aeeid r ponOdb ledeeld Us pored mast fn platmsz .see• .Aa. IQ Sde Yoh bud as aread 0a0p me4re 4w b 00 W All 84 jpjC Vl ltld W-18 ads Iw! r a 1nf+eW i bl 0e01 Iq Xk, llaal rd g4a9p• all w alYYd 1r W aalaf•tasi" dB•ooi eidmadam4assayaaL (IION) o%n Oa Wd La trim". to A pddf ea a a J1I11a4N0 (7'-1' ml rnW aaA pn00=xaAE W 1fC lla r Girl 60nad ynl la IM IdW YiV eemcpiyiry eLC ax F7o1C 0wfweraafr11U.1 ae' a 944ft Cob p qw. Peal W* a nose. AceylaKe IY4 -0 2Z' n MA Ow mq be dtdu a1 W ra /5 nOn DAMO ul/r B".42-r 1,"•idnaiaia ee.d aaa{6 rA W a70rt0ed DI' C K lb. e"leear ee..II aaRr eaeadadaa tee Inn tfa ed. PRO late 4 aidlq I.yOsca e6 aeet I ool Rim d 4"M It" 9A lab xx - xd 44r1 IQ Mier 100 alldrda r ba Ynre d Ow b.Ilo Of 0• Mel —14 1/2. UR n a -. 4 SEE 917E UO K LOAD TA W TOR I=11447P1 FOR 0 RuMWr ' 10aMW SAPS UPLIFT LOADS FOR S" PRECAST wA 2" RECESS DOOR U•LINTELS IRF 14ra! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 1RlIr lo--1 Mn4-I e-1 1 MF76- mill-rt 1121- 21 o- 0074-2 4f010- 1R3t- earth 30 11 4'- 4'. PRECAST 1"` law 2312 3ose 3751 444s 0140 OOS 7 6 1767 3030 7751 fMs 0110 4,- 6 (u7 M IW 2272 2032 MI 475 4343 OR fW4 tvt UN 36W 42n 4143 5' r (60) PRECAST 078 1 Im 23t0 2354 3312 3111 en rte4 M 232a 7054 33U Sall 5'- 10`(701 PRECAST as 1207 174 2231 777.1 3311 2M VA 1233 174E 225a 27n 3101 6'- 6• (80 PRFTaST Rats Mn 1 faa tat 2170 3721 Sfi I= ISM Ita 242a ten 3221 7'- 6' (G07 PRECAST e1e 7a 13a4 ' 1710 vise 2511 too 60i e01 IM 17R 21H 7 no 8'- 6' (116 PRECAST 4 Ia04 IM u4a loa via 3a5 sto tale ism 2aN t331 fi THE NUMBERS 0 PARENMM ARE PeMOU REDWIMNS FOR CIIAOE 40 FIDD AOOED m% SEE GQB'RAL HOTS NO. 4 TYPE DESIGNATION rmaam, soI mtwu a as wur F L. wmumj Vl-1/ l' 0llA e Yt;'• y' • j5 0W Ai pINY W Wan OW IPROI Qi). . @.'.aa,,p, A .... wfe , • caDUCrui6W6( ePlods p REMMIRD GQS'. E; N' . QA.,BdmtapC'elakr opZ A 0e 10aeah 0 . 44 oay.+ 17 I' matiiriumvis 11 2dt2 Rado eum.ybl/calb+t4ab.rlau. 66043-' r d 6394CR1i9tw a1, SEPR' IERR53504nr«;rlia r. 7>,avfin:lorti rGr:rAILS r.l: 2ala> sllr¢flai•rtarlc lPu::rsr: c::•.,.. 1 1 EI kin? :fr7;I: I: Sf'y: ?-tr,•..k II! 4-, C.v_ lu'F el'1C fA; li:11;r99 Ci r.l; diZYlk7 .. T-'-•'e ._ r..a6ccn•:urt aa•I 1:ll4d r.YAV Ar./ M IAM 1-SE MIAMI-DADE COUNTY o PRODUCT,CQTI NTROLSECONDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T ( 786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.eov/economy Cast - Crete USA, Inc. P. O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section ( In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity HurTieane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Ifigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. l NOA No. 18 09/ 11/20 MIAM!•DADEGOUNTY /J< Expiration Date: 09/ll/2018 Approval Date: 09/28/2017 09 / Z 8/7-0/7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, 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 fleyural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. 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 Pm-rino, 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-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 it 12-0209.12 A. DRAWINGS 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing tVo. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (1ZM. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/11/2018 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets 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 Mami-Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. dakar, P.E., M.S. Product Control Section Supervisor NOA No.17-08Z1.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 4s .w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE FCoFt liCm67[yiliil OEJust, i ..mmomliJ=w IRA-1 stiff ZRsLSt7CQM FLAT lil:i:i::.!lCSi L5Q5i l4lt11 rn. m r i a" OOFCAST 11-IINTFL DATA TABLE Il 1.: 1• Ali 4' smr aua r:uzjam.v rcyn. n o rescsa ur:>:.loarrv noc:+aa:a o F1GF14T'_J<fF[a::f::.113.ai1li!!S1fiGSirVLAtt•'. FSm rT'S C.7 lL' L=1 i"df•9 r/fS7 TI'1 i'd FLr9 OFdSaATi=F i r riCfa/1 m:. !'Fa9rrt. rr-av cnra Flit r cu:::.l warm ru._:: rras F n rneil GT 7F:7 rF m I S C.I cr ra rr nsrv2v rn rs mti'J r u R"d17 r s lR'J IZ.ya 6d7 rtiv F111+J rF rf 111.:: R C9 0 rrc r r s_:merr a c5roryo tf-cl+ r Dm riu fAma ocl+rn aTUI1CRMVla 12" v arm®vM ae ivnismFroc FiCSI V:B7 k: r tLL':.1 [di'i VEFLIT n clr rmnacnrKIT' ru :.letrmvMim_:f1 VZIe 11 GII if Qww7 .'"i:'t. [iL'S::.f 11¢1 t/LL':J UC1MC'QQI• Orww m1G.m wwU "Tr m m l-lll _:'S::1 e1C 1 Y7lT17!e.LZ1olr'1/.mt1 TYPE `8" TYPE 'A'_ STIRF W a 1fi. 1Ar• Ig1i tlAe M ff67 Mrorrmolta rraaMMA is FMatooe Irr IrVa11 F AFFNMA. go NVfO:1[0 ry CV/fmotlf Mm7 Alm CUMNI K AMMMVVYm CA oalrAwn aafan We aMmr YgrflN 0 101:111 uu-tort M. m f. dleVIMM Sulu I/A& W 6a Asia " f1. as Ma am 1. f WPM aTlmrmlll a AN, 13 014% WA& - AM Im VYCt ae Asa "isL ROAD lw lcL mow r aaurm uUme me own Ual m L CUU M SMM Mm M1 - WOO fm nM ALL a OCR Ale U r1W f= CAM m0 Vr - MeKCremlRef nM UAW U - AS, cf fMeWf 1r" fa - Meee Fm f" M AM MUM GUVJ?V - 1. 11MM T6 numetmM GK FARM A1111 Rom MCA 1 noo, goo,WALK cw'= aR am IS AS Rea 1ma mma 2. cg" a0. a M A la om1 w116t Afaa =A n- raw Pool. PR0GUC- rREVISED Qd 1yC04 h111Mflai aceMplmro Ab ! 0 2/. /B pxonuc'Rt: M'Pwlwa llO. 4 ' • 0- 10 r8M djjUv l we c m• ISSIAAIAI 1` R FL .335M WE 1W4 4 > PRECAST AND PRESTRESSED LINTEL DETAILS.. _®._ wn. t4R IrM rN[1 MAp I TOAD: {T. JOgY 1,101YU 7GLLG AM sm Alrir 1 cxmn rA MAm fAMCSi Il UAW= romt Mul I cr I l GENM t1 0 +w ppp 1 Hd E000 ,ppa,/JJ• Irc appra aM YJ uioia • Apr_ C!0 NQi"AiNwm nd U AI ad• bd tables bwad w dfaAae 4 beh •m" baah:l. E s' a final wba fadvadbj 30% C EaaGq MW bloc au d I bdta 3) Foil. Id mats bad ad Mad A" 4) the rae•v 6, paralbedr btaalta the wad radedb• forprods40dtNzmn :SaremmAca V1f7I redaet0m724-211 + 14B (.ibJ un p0 f b) Ad tabb rind ar mad h fiamLcz of usarmd Vlw ddbdw baps Ooda6aa IbODW I w •PllodKlM RAN• "I" d) mw lied 5drlr as t I l I 7) 4' add 6ldt to to batraad •/ 4' diromAbo be f abd ad d) lad,Mdtin/ d.td aed am* WA ttM galabrd laMdafddAPd 1° "aymada°A.•si mbul cormtldad'Gaead 4-m%7 fromthe 13) r•oowafdeYt. t•Ilotiv'rd rm1 AA an t • b" aa19n d @t •:ds b 13) IM add. Adam of lnlm bdalod b n1uW aa•t 'a ma dd ban a =W q d datao qFW b aamd ArA( g• iohh MN 0-01 gdVaged oeg* 14) M.66ahrAla a dedoa i a:r N aae:Zuf bo z w rl c-.ja j:a AaPSd taied MI + M:Mhaalal bd S IAsdatttrbtialbdSY daAdd bd t17 iR mgeslb Dow Wb mA aMm me .ah bad fmm mad law W Am& 16) Fbr 6dd 111gtto rot 40% lies aab ball fmm and WMP A bola toms 17) 113fa befit m 4uleM10Pmd -10-" b l& 10) Stria loads bud All robsol MOMMwo44mis Pd' rb PC 00a anted AD JI& IP) d 3nY 61GU) abm Oaa Pdd Sin a6leb fMkacanmf SEE SITE 1AMK LM TAME5 FOR LOAD RA11NC FOR fAt?I AOOR WL t•'J`.34'i7" v' ilatr. RU 1/ Y MR TM; v. n 1 5 mm FOR a LWW 2) 15 FMAR FOR 12' UNW CR40 or CM SAFE LOADS FOR 4't SOLID LINTELS Wr- 4414n GRAVITY TYPE LENGTH 4S8 3'- 6' (42' PRECAST 1180 4'- V (451 PRECAST 959 4'- e (54) PREOW 789 5'- 10'(701 PRECAST 460 6'- 8' (7n PRE= 360 7'- 6' (00' PRECAST 260 9'- e (1121 PRECAST 156 10'- 6'(1267 PRECAST 116 12U8 CwsrCaem UPUFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42' PRECAST 687 371 4'- 0' (481 PRECAST 597 320 V- 6' (541 PRECAST 329 258 5'- 10' (70'1 PRECAST 407 148 6'- 6' (7n PRECAST 388 118 7'- 6' (9n PRECAST 280 87 9'- e (1121 PRECAST 167 55 10'- 8' (1267 PRECAST 152 43 12F8 12F12 12F16 14) AIR - Rd Rfi! • •••~ • • , t• , t, • J• A•t.• 1Q ldlaq IbN adW rim to M burled d W 6a'Jn d tba tld at$. ,`' A'', 7a A •,rt y.•t, r PRODUCrItIMM 6118 8F8 6F12 OF16 •<'••• , p aontply10 wIW IlIo PIoMe j!•ti'.1i''r • t' • Bdlfitq; Cbb _,,,t 1./ . AaoePlAtmNoA-" F-ut 8 Erik H rv:;:` 8> sa Ode Zv/8 < : ii:v L; .'s i!• nlPF a a1:NAt1eN ..,',',; `7•' •.•, nammaau/ a.aesaa 67 I • • • • % J'. . +- 1 ' aTy`-!C'.ia ti:`I 12F16- 28/2T '+ x s ;• ::i•3::,;,•_ '.r';. Y""; SAW =. J - Nv f ! 's'yY T ;>"f'•r' .:yrh.: r ,i 7r h• m imlmmfmm a- . ' - Y';;ira'''': <tta v, 'a.•. 12r.,: n.. r• yi I' • • • '• • • i 4S8 A 12F28 1ZF24 12F20 o • ` ' to memo f uem ice. S;• lit 7 01. 01y` 7• Od(d vda as lRafda can wa 1Y" MAPIALMOAN i 6324CR6A 8 6F32 GF28 6F24 6F20 '`'S,Q' r1C2` •` St 1EK Ft. 33W ua am Aob A./(/ W-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 1111/ 0%• t \h sec y 1Ur w d Il( IVJIC 0:0a ORdtm Ilh JOIWI AtlW1P S41[• ills GAY> Q 1C.1' bl aut 7 I 01100 a: CMMLVAf.L-KLX&4034j CWM.NL uall sv 10r 3 SAFE GRAVITY LOADS FOR 8" PRECAST U-LINTELS 4 --"41 " SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 04 6F8-1B 6F12-IBEF16-186F20-IBGF24-1B6F26-165F32-16 S-6- (42-) PRECAST 2332 2675 U92 5050 6148 7227 8297 I 9357 4'-0' (401 PRECAST 2025 2313 3892 5050 6146 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-l0'(701 PRECAST 1067 1260 2198 3597 5734 7227 8297 al 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 779 053 1459 2188 3151 4524 6654 9357 as 9'-4' (1121 PRECAST 564 66D 1096 1523 2064 2795 3731 5017 10'-6'(1261 PRECAST SOJ 560 US 1270 1706 22M 2898 3747 ll'-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 22.21 2808 13'-4'(160' PRECAST 373 417 646 093 1170 14M 1852 2285 14'-O'(1631 PRECAST 351 J92 605 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 453 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE ND. 4 1 SEE GENERAL NOTES - SHEET 1 OF 3 nti SAFE LATERAL. LOADS Cn0 A" 02FCAR7 IIJ IMTFl S 401111.0"" SAFE LOAD PLF LENGTH TYPE GUS 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (401 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6- (78' PRECAST 263 496 157 7'-6' (90') PRECAST 222 367 116 9'-4- (I121 PRECAST 173 352 74 10'-6'(1261 PRECAST 131 276 58 11'-4'(1J6' PRECAST 139 311 49 12'-O'(144' PRECAST 131 277 44 IS-4'(160') PRECAST 117 223 35 14'-0'(168') PRECAST Ill 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 pry, C-0acz.,ki SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 49 44NTIY SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T6-17 6F12-111 6F16-17 SF20-IT 6F24-11 V28-116F32-11 3'-6' (42' PRECAST 1412 2074 2715 3350 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 45U 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 i600 1979 1 2357 2736 1 3114 6'-8' (781 PRECAST 723 1097 1437 E 1777 2117 2457 2797 7'-6' (90' PRECAST 648 863a 1249 1544E 1640 E 2135 E 2431 111 9'-4' (112") PRECAST 573 571" 980 1252 1492 1732 1972 10'-6*(1261 PRECAST 514 4620, 787 1121 133 1551 1786 11'-4-(1361 PRECAST 474 404 04 595 985 1213 too 1442J 1645 12'-O'(1441 PRECAST 454 307 00 619 cm 888 nd 1093 1299 1506 13'-4'(160') PRECAST 402 j 308 516 M 736 906 1076 1247 14'-O'(1681 PRECAST 363 205m 475 677 01 832 969 1145 17'-4'(2081 PRECAST 253 208 j 336 476 585 693 80J Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR SEE GENERAL. NOTE NO. 4 9RODLIC'PR9VISED c-"0Yiay wilb Nu Flmtda BaRld:ng Cede Arn'pnntt No Z- O 2 /. )B nDat 8 uy a 'Raul q. 4 a drRUVISSD Pr _ 0 0 CRAIGPARRWO G p 6324 CR 579 3. jSiONA 00, WFNER.FL 53584 R. P.E. UC-N0.44788 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES fa[ 11m, teat-1, Icame. =a m" ISCALE: N.l i. o n= 41l cm Cmm, F.E. - SAFE CRAVITY LOADS FOR 12" PRECAST U•LINTELS 4>Kh SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 17r8-28 trf12-l9 t2F16- 17r10 !B 11r14•ffi ttF2b2e tlF3!-2B Y-6- (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 58J8 7819 WU 11060 12755 14436 4'-8' (341 PRECAST 2396 3464 5304 7619 9352 11060 12755 14435 5'-10'(701 PRECAST 1612 2320 3210 5234 6487. 11060 12755 144 , 6'-6' (70' FREW 13M 1988 2079 4106 6421 10032 12755 144 7'-6- (901 PRECAST 1138 1626 2131 3218 4676 6756 978J 1352e! 9'-4' (1121 PRECAST 795 1215 1535 2230 3083 4107 5593 10'-G'(1261 PRECAST 614 1043 1295 103 2510 3W 4334 5632 11'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-0-(1441 PRECAST 458 878 1073 1513 2020 2017 3333 4206 13'-4'(1601 PRECAST 359 767 028 1294 1709 2188 2743 3409 14'-O'(168y PRECAST 321 720p 665 1204 1584 2017 2451 3106 IY-4'(2081 PRECAST N.R. 4110 631 881 1141 1428 1750 2102 19'-4'(2321 PRECAST NR 343 471 700 925 1152 1380 1609 U) K MMW 18 PMWMK= ARE FUWX R 1>D = IMN GIFOE 40 F41.0 MM FMK SEE 471014 WE M 4 SAFE ORAVIIY LOADS FOR 12" PRECAST wl2' RECESS DOOR U-LINTELS 4c4+tRT•448 " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTHTYPE—__ 1206 INN-28125TI9- 15614- 1WW 12R12- I21826- Im C-4" (521 PRECAST 2638 2942 5460 7564 9640 11669 13679 130 4'-6' (54-) PRECAST 2319 2740 5460 7584 9W0 11669 13670 15679 5'-8' (68 PRECAST 1347 1841 3555 63SS 9640 11669 13M 15V% 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13579 158 8'-8' (601 PRECAST 024 1430 XXI 4415 4 1035.6 1 1 7'-8' (9n PRECAST 703 1207 12157 1 3494 5259 1 7922 9623,11 9'-45' (1151 PRECAST 389 843 11451 j 2151 13203 j 4427,j 5417,1 8380 Gt1= 40 FM0 MW M SSM M MR SAFE LATERAL LOADS cne 40- corraST "m rMTr.1 g C SAMLOAD PLF LENGTH TYPE 12US 12FB RCMU 3'-6' (42' PRECAST j295 4g4l 39 4'-0' (401 PRECAST 1295 4841 299 4'-8' (341 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 8'-6- ('/8') PRECAST 579F177 1 123 7'-8' (901 PRECAST 474 914' 9'-4' (1121 PRECAST 355 56' 10'-6'(1261 PRECAST 306 4540 tl'-4'(IW) PRECAST 278 38 12'-0'(1441 PRECAST 260 1 971 34 IJ'-4-(1601 PRECAST 229 857 278 14'-0-(16n PRECAST 216 809 251 17'-4' (2W) PRESTRESSED N.R. 633,3j, 16 19'-4'(2321 PRESTRESSED N.R. 534 130 aa. UUWVL nUac io 4'-4' (52' PRECAST 4'-8'.(541 PRECAST 5'-8' (NJ PRECAST 5'-10'(70' PRECAST 6'-8" (801 PRECAST 7'$ (901 PRECAST 9'-8' (116') PRECAST BVMD aM Fw FWda 8 SEE GENERAL NOTES -SHEET 1 Of 3 UlYRTM SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IV5-21 MIMI 12F18-2T INZ-211124-11 tNW2r 2F32-2r 3'-6- (421 PRECAST 2752 4287 5613 6938 0254 929 10913 4'-0' (48' PRECAST 2389 3721 4572 6023 7174 8325 9477 4'-6- (549 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(11f) PRECAST 1623 2527 3310 4992 4878 569 6441 6'-8' (7n PRECAST 1444 21 1972 W73 4378 15MI 5784 7 -8' (901 PRECAST 1267p 1767 3194,3806 j 4417 3028 9'-4' (1121 PRECAST 1028 1171.2008 2590 3Wj 350. 4079 10'-6"(1261 PRECAST 920 947 C. 1612P222764 3204 3653 11'-4'(13n PRECAST 558 829 14042441 290 3384lf-r(1441 PRECAST 814 753 12692201 2616 303213'-4-(1607 PRECAST 67 6633 1057 1826 2169 251314'-O'(166') PRECAST 6'22 586 9741679 17'-4"(208' PRECAST 434 427 6951182 A19932309182319'-4'(23n PRECAST 366 370, 593 017 1002 1372 0 WE FD BW 14 PARaaHM ME KRM T RPM Cum q FOR GLIDE 40 naD MW RM% SEc GEERAI NOR In 4 NTEL8 SAFE UPLIFT LOADS FOR 12" PRECAST wl Y RECESS DOOR U- INTELS LOAD PLF WV.`mnR. SAFE LOAD - POUNDS PER LINEAR FOOT 2RF6 RCMU LENGTH TYPE 119F6-21119F10- IM14-1 M16-2 IlAR!- IR!!6- IN610- 5592 236 4'-4- (521 PRE>rAST 1626 260 3746 4606 U57 6928 7989 3458 2417 4'-6' (541 PRECAST 15M 2582 J602 4623 5843 6664 704 236 165 5'-8- (68' PRECAST 1210 2042 2850 36M 4466 5213 6081 2129 155 5'-10'(70' PRECAST 1173 1984 V69 3553 43M 5123 5908 1716 117 8'-8' (801 PRECAST 1020 15-M 1 2426 3114 3802 4409 5177 - 1438 914 7 -' (801 PRECAST 904 1228 Z1 2716 3390 4003 4817 1011 9" 1161 PRECAST 703 771 1472 2151 2663 31{5 36 1 Lwm n PAR01R m ac Raw RWumpa tmt G,. • g E N ' _ 40 U ACMD R % $a GM& ROLE Ra 4 447 PRODUCTREVIS00 4Tafda GSM: Difidi FR W D.0 c• 0 < ;,..•` ( 2TRIGPA 0AeapamNo 0 o 3, R '- 6324CR e0.aoua`j w^- MWCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FMSIp-F4 can m jwm mmw setts: lux M S 1 13tiw m ac FAM. FL - RE6 I& 4F13R RAtD . U1912 2Mf S RF 7 MIAMI-DADE I MIAMl-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mian idade.gov/economy 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. 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 sball 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 Hjelmy A. Malcar, P.E., M.S. MIAMFDADE COUNTY / NOA No. 17-0821.I9 l Expiration Date: 05/21/2022 09 /Z$lZe / Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flemural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 0197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTMCATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert fed Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certtfled Inspection Report #84-M19805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Ntade Precast Lintels dated 05114196. 13. Quality Control Manual for Pre-sh-essed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Pilled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS.- 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/71/2022 Approval Date: 09/2812017 K - 2 Cast -Crete USA, Inc:. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Jame 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 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. OTHER 1. Letter from Cast -Crete Corporation; dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aliami-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 h- 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 (REP). 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. ClYeimy A. Maka"P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., cent Eying compliance with the Florida Building Code, 2017 Edition. Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 AST RFT HIGH STRENGTH PRECAST AND i 1 PRESTRESSED CONCRETE LINTELS MOM=RBVISPA • PROLIUCC RFJ'IDW® n wm.tvim -Aft lro Florida p6ti a GMp **"WHO LSTIRRUPS Y L Morro ara L 32"d BA IRRUPS ` B` dTm- JXPf" STIRRUP U-LINTEL ne,. ttJ vcl"duLT,dm vt L'".! t rxwla.. rocsE em Ala vt,,,.r ucsi v-r L" Lr,r CTiffr v fFiC>'1C'10CF1k7[SL"]iYC3ij)L Fll7! UiG.fBfgL iira ICJL'1[idiLl fYIEf F/c%L'.:70 ii l R]G![C=fG.Yi f DIiC, i Y lffYiYY®mPVe?L' F A•aF' 9 EL1GJiilr 0 a" ParreST w/ 2" RECESS DOOR U-LINTEL DATA TABLE rf--(('' 11%:iif7 r''iifl No4l 1+-rr. l 1^, f;i7Ii.Y:•'i!r7i(fa Y:i•:1 7(IJ i(f,_1' Wi(l i-am17:1•lts'('ii;l l ra gIf}fti-?I.ET77smFRMIt kz aFMAEMFr7m gas EJCL.f E]CJ[3'0m MILE rl T,,0.r F/L\tom IG I:L imLir[•:LHm11'ftL"'.'+1 BUM Ri tfammi'IurG, t!f.:Y!T VlY1.:.Jl'L'iif7n L"r''::rr,'7iT/J:YL' CQJMVQv t t] GI fJG1 F]Ci/[•!r11f11J•r•' IT;4....[tf dC'[LJ•[7L1fCf re frsalr>rris nr j srrrnrcri> r,ar.Err r octoc', frrsd[T.nuur_si l v.,..r:r-.r1 war • r .Tan an 1S ob1. 71 V WM r + W% j{ Y E m.nrl ca. r, • wu.-s a,j . _ 7J t e1/Jrr''.'11 I iJ ET9[ fiElt© -" F iiD''EiL'IE C IIrA or:, afluar J u[Lsu+v no r a Tm [: rtLJ rr:Art t 7cf Lit rssr. a:ru rn lG (' y f _SII f !Jl'J• [: f : '.'!:f!]CSNo Vc2L' ` IFIL'1No l'J47 <>• CCAT", Es'ff:t'1rLC1aF/fi LlllSlra!/tQ F. 1[7 7ElarS'F C]aF/cTs FWAlvaro rticsarar n rit/tea+r:s anc"auc,i" rrs r&Rl®r'1 £1rrMArFEMElFWAilCio ITiQ. rr'f618K-%AW 1=1a - Ff"rrIQ^a"EIS; 1 li3CJi[ smur IIrJa lurr 1Li'1tucnatc)," • Ire" FiG1O rc [pia E]n Il:':9 rcr. a a L r1: c-" 1. lamuepr Grew 7/.a wa Am Aalol /i l4, tV Note W iwA ooa.m . .— AM AS [maa trot N Aol1 A00.41I0 Wa NO, O mmco Wim am c" Daum swat W040 PAM rumumM ON of lm mvm m cma I'm mutu mA AIIY AAM - Am a gaen.. 4. um Vt s amm waomo e.. wee A M r• "M Wil tAct Ipact alpin a s7pnsA IWWI r ...w .o M AY. /A04 am CALCALke x hullo lolX= lam . eae . l Dam a emxraa tort w tote p tml a rlarAmm rum m w.oaa oar a alplpov Irntaoau to MIST trap AM lumen Facts. v . ENs • , raoourrlavlFTm 7Nt M9Rh Plorlde o3.s2 i CRMQCFl5790 s'19a% ,: 8:121 cR 678 M 1hi iVAl. SMM FL MM. rA• FLP. E.Lr-m.4m CAST-CRETE 8" LINTEL FABRICATION DETAILS o.—n I nnnc cno n- oOPf7A4T A PRF4TRFSSED USJNTFI.8 om 04we"' SAFE! LOAD - POUNDS PER LINEAR FOOT TYPE LJENG7H 8U8 ere-9e Ita-e eF12-Oe er12-le eFte-09 On" H20-N rtso-le a24.0e a2ale 08-40 asale el'72-M atss-ta 3'-b" (h2 NEWi2St JON MIS e112 CM 4 1502 I= 700 460 6113 754 9274 IOU 11409 4-0' (481 PRECAST 1966 2541 2151 3M 4610 2941 7034 6107 2997 405 6113 7547 U74 IM94 1150e 6' (54") PRECAST t508 ION 2110 2431 3753 4376 6100 4M 2119 4373 4113 750c WA 40214 11e09 5 -4' (64j PREGLST 1217 QM1434 If39 ZM 3113 ageMe l5U M 3365 754 7342 e737 90127 t0'(T07 PRECAST 5002 1105 1R3 1431 20w 23N w09 34w 1451 2622 4360 w 716f e321 e'-8' (78") PREmT 908 l:ie 2177 4440 M31 3707 4m 6041 1236 2117 34w 5AI I3w 1 90 T'-8' 90 PRECAST7 743 1011 IM 2032 2203 2CN 3131 305 tell 1 2611 3Ne 6Y1 e41i 6472 9'-4' (112') PRECAST 551 I" life Im 2364 34N Is 352 702 1243 1643 2564 340 4703 0 30 10-6" 126 PRECAST7 7S Q1 b0 1247 2033 rM 2103 25M 643 loQ ISM 2053 2761 3N 4714 4°(136' PRECAST 6Z N2 so INI 2423 3127 40 s6t 043 I= 1640 2423 3121 4001 12'-4' 144' PRECAST yyT 40 873 1254 b4 2193 2605 3532 540 e73 1254 1664 2123 IM5 35U 13'-4" 1 PRECAST6I 296 41 735 1071 I423 1835 Me 9w7 M 765 1073 1421 1076 sst6 203 li'-0' 168 PRECAST 279 R4 793 I002 1379 IN7 2127 2W tl 701 1002 1321 107 2127 26w 14'-8' 1I PRESTRESSED N.R. to 8R OR le t4R RR Re 435 7N 1370 I'SU 2243 2517 V12 16'-•4'(164') PRFSTREM NR tat NR N6 fR KI it2 717b 25ITw 1737 I070 t320 2313 17'-4' (208' PRIESMESSEO NA. MR rot 161 la rot eA 00 sb sUO Ing ISM ION 24R 19'-4'(23Y) PRESTRESSED N.R. s 75 r1 10l to 3732 430 Tw 03103] 1202 1510 RIe 21'-4`(256' PRESTRESSED N•R k1 4R Iw 740 3O1 6/6 1114 t179 IYe 27-0'(26n PRES MM) NA. Ne Ili N9 FII IC 3b 350 711 too I'.bS 1339 24'-O'(286') PRESTRESSED NR is Ni RA M in w 4mm N4 N4 1032 1223 SAFE LATERAL. LOADS FOR n .—. _en coeon I1A IVTFI Q . wny aa e• i SAFE LOAD PLF LENMTYPE SUB I 6F8 R CMUX- C (421• PRECAST 1025 1024 1598 4-- 0' (481 PRECAST 765 763 1309 4'- 6' ,(541 PRECAST 592 591 1073 5' 4- (641 PRECAST 411 411 745 5'- 11f(70') PRECAST 340 339 616 0- 6' (781 PRECAST 507 721 490 7'- 6' (90') PREGA 424 534 363 9'- 4' (1121 PRECAST 326 • 512 230 id- e(t2e) PRECA81' 264 401 1S0 11- e (136`) PRECAST 260 1 432 154 4- O'(144') PRECAST 244 1 402 137 1]'- 4'(1501 PRECAST 217 324 110 14'- O'(1651 PRECAST 205 293 100 14!- V(1761 PRESMSM N.R. 2134 91 15'- 0(1e4') PRESTRESSED N.R. 259 83 17- 4-(208') PRESTRESSED N.R. 194 64 19'- 4'(232') PFL51RMU N.R. 145 52 21'- 4'(2561 PRESTRESSED N.R. 123 42 2r- e (2641 PRESTRESSED N.R, 116 40 24'- O'(2D8j porSTREm N.R. 91 33 e = Iles ler 1 nnnc ono no OOFrA4TI5 0RFSTRF98FD U.L NTELS 4M- 41q- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ae- t1 W64T m 2-R er72- 21 TS- u aie- 21 Me- ti sm- N 6FN- Ir V24- 6 UZI- 17 an- 2r AM- 17 vu- 2r 3'- 6' 4.q PRECAST iws A94 52U 7ml te6f 10533M 4394 SM ei72 I 7001 4'- IY (48' PRECAST lm sws Sow U15 sa Iwv t3e) Lvs Sow we is" ORE 6070 8' ($ 47 PRECAST Ito 20e 2t07 3373 4043 4111 6379 1207 2040 1 2707 3375 40b 4711 5379 5- 4 (' PRECAST 1016 111' MG 15 3799 6 4m 1014 1715 1 1270 I 26b 3349 35 1312 5- 10'(707 PRECAST 09 m 2313 3w7 4m M Up 1 20w 1593 310 Ill 6'- 8' (76) PRECASTI 4107 l l321 3231 371 e33 1401 lope V10 3251 3712 7'- 6' (901 PRECAST 737 lay 1924 IOMs 217E M 312E R7 1224 1624 Im 2420 2027 3230 9'- 4' (112' PRECAST yl Ale I130 147/ 1e15 267 3500 NI an 1318 ISO Im 26% 10- C{17A,) PRECAST WO 576 910 Ilse N61 1736 I011 074 N5 ilw 1/72 1761 209 234e 11'-<°( 136) PRECAST 474 000 mi 1037&4 IV404 1313CW 17W 414 E07 mzml 13n 1943 ad WIMI 2167 I2-- e(1441 PRECAST 470 455 7mu 113e n 13m Imo. 474 390 940 1302 IS600 t61 2073 13'- 4' 180 PRECAST 41e Me w7 765 04 1143 1327 be 42I . 400 710 1119 le I 1607 MA 14'- O'(/69') PREGAii 324 336 560 724 EN 1054 Inood Its 423 717 IOU I339 INZ 1007 14- 0"{1761 PRESiRRSEO s4 334 a3 M 97e tut 246 39S t62 9w 1303 isle 1734 15'- 4'(184y PRESTRESSED 224 230 M 344 446 01e IA 900 7N 12 911 1460 1054 1Ne 17'- 4' (2061 PRESDESStD 107 2e7 e66 731I 4TI3 AA tf2 30o 603 weN 1 1271 t 77 19'- 4'(2321PRESTRt:S$m IN 2b 340 447 547 7a IN 23 421 03 11 059 12n owl 21'- 4'(258') PRESTRESSED 142 704 307 3O7 03 M 655 41 232 3u 97 721 40S 22!- f 264') PIO$TRme I37 197 215 37f 462 6b 137 2u 330 513 QII 1f7 IMMO 24'-O'(7mlPRLSTRESSED 114 19 267 42 tf 492 114 202 Me 455 . 606 37 1) THE NUMERS IN PARENTHESIS ARE PERCENT REOUCRONS FOR CRAEE 40 FIELD ADDED REBAR SEE CENM NOTE NO. 4 ON SFIEET 3 OF 3. SEE GENERAL NOTE NO. 13 ON 340 3 OF 3. MoD11Cr E N C' PRODUCTRE' VISTD s eo.INYum with 11s Fl.Ad9 Om261% G.w meomp174rgv0h Oro o7Oi6i oddn Cab A ,R Epp oZ2'7•ls Irlq "0e F1.1100 Acery.te Me AI. -03O Aclrpwmc No 11-12,It 1. i q ftwkfum R6wp,/ 2 Z pyo,,,y+,,, y-Z•OZ.0 8 7 7< C TE 1 vy wcau unn - SWEET 3 OF 3 REN1MEsls ARE PCMRNI KLUU611UnJ rt714 UMAX 1V GENERAL NOTE NV. 4 ON I, SHEET3 OF 3. 1R000CTRRV1600 V." CRAIBPARRRIO IIR6abn1A49 /` 892412N619 SEFFNEEL R. 33584 I u 4• FLPELIC. N0.447611 TE 8" LINTEL FABRICATION DETAILS cecc r-OAARW I nuns MR 9" PRECASTwf 2" RECESS DbbR U-UNTELS iae-*-Td SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE r ll"M ISM FAFI B &4 cWJD_ IM-19 4610- c1F14- tVWI ten2-1 IIr71-1I ealo- 4'-4' (521 PRECAST 105 INI J7S5 s1e6 4sw Silt e14J 75w 1I11 seat i7.a Gem I1W 1474 tOWi 4'-5' (54') PRFCASI 1494 13" sae! 2M 3M 474/ 5124 6904 054 see eta as 0040 1 "n loan 5'-8' (66' PRECAST 8 sto 17A 1711 2227 tem 3402 4960 1167 24M 497 4359 e6 7m 1111 5'-ld (10'j PRET7Sr 810 mm 1400 1114 2440 J174 JIW 111J 23n 424t tSlt 7 e7a 6-B' (80') PFECASf 797 soi rtb 3110 50/4 7747 445 AW 1m ion 3120 504/ 7115 1471 I 7 -6' (90') PREt'ASF us7S5 1490 2459 W70 574J 7= 502! 7e6 1430 2459 377o 6747 4 I 9'-W (IW)PRECAST 4t1 e14 154/ PtW J121 4091 JHI Ems Its 1555 2253 J12! 4-05691 1) THE NUBBE7tS H PMFM M ARE PERCFNF RMCT=3 FOR MUE 40 FEED ADDED RE6AR SEE 004 01. NOTE (40. 4 S Lt34TE5 Q IlelaAlko n A1W 1« b,52 7roo W 6nabAayaY, ai l A7 Q10IU1- 44161 ma{Sd 61 ro s) lhdda W wkf led a4 f" jd& Q npdmW r6M W.6,461s ftiff me l`e-w irapf faXte1nbie4a am me µy' OS01 fr p A ,fdo m'IN- MJ g., we--1' d byr alb PRq nn b l/1 oo00a a W rb6M tdit as col b 54m pN eth 0 t.pfblL Aaq Ij Gm 17 nbw ow b.dbaM fr M 13 r A% A J17.O.W aAf4smeWd a" cw* ah 1h rd6.mrd Dl e) M s1 wrbda In6 Ora tar a.- lee! im n Im.leeaan redsp d 4- aaamtaiQeeraq 5a9 ma 101 RX - 0.1 2" 10WJwe0a6fidnbrbbebaWdm. b*=dWids-14% SAFE LAWML LOADS FOR aCFr! AQt•d 2" nFem4 nnnn UAINTF" c 4, SAFPLF AD LENGTH TYPE 8RU6 8RF6 R0 4'- 44 (321 KEGI4TT 750 757 1164 4'- 0' (541 PRE= 094 693 1073 9'- 8' (6n PKWT 408 407 655 5'- 10'(701 PRECAST 382 381 616 6'- 8 (601 PIIECA4T 595 788 464 7'- 6' (00 FRECJLST 509 674 363 9'- 6' (116') FIRALST 370 490 214 a SEE COOK NOTE 16 I rweall W .MaAb Y.f mY4.a d IM .a4 ebryewmefab 13)1 abliv.1 d .: ai a.4 . w i ` ' i.'0ae.w6N 1 wo* up Sdi ram/ '4 t IA 01 r r aapd. Wd k*b at OWL m w% bd ba ad br low shah 14 ra idd b%Q1 ad Oeah f0. a1. Iae bae ad bell NO OM& 1» erf. b.b W..e/w5eAn4 .Id.1Y b6s 110 Us bob lad a n9W dWr waoyu 119 130 .d M 3t1 n w laidi'afaay t3a 1i don 1r VYi SM tEGe Idai:' 1/ 2' CLR SK SAFE LQft t0A0 INIZFOROlK two mum FUII A E 015 1EDAR . SAFE UPLIFT LOADS FOR B" PRECAST wf 2• RECESS DOOR U-LINTELS 4as + O= SAFE LOAD - POUNDS PER LINEAR FOOT Type LENGTH MI - IT O-1 an+-ISWIG-1 IRF14- ma-n a9711- 1r 0- Zi4-2 UIFIo- Sn UM- WX-23 4,• ( 5• / 160 2lt3 305e 3751 440 6H0 ea I= 9l62 30l4 RN 4445 140 4'- 6' (54'j PNEGISF 667 100 2t72 Sim 3507 437S 4943 eel 104 2272 2139 36e7 4275 4141 5-- e (6n Pi ECW nri 1 t717 tl2e STe! 1;11075 116917e17Jal376239115'- 10%70' PRmo US IW 171 Zm 1l7I/ I=/SS I= 1746 n116'- WanPRe= 570 W 1 19t0 2676 33205m 10L015l0IICO125UM42U1Jl297'- 8' 90') PREGSf 306 22 up 1 2647 100E06 I764n6125e721569'- B'(11A7PR6C/ST 495 455 IN 122t 1 2150so 1072Ism201411711) THE NUAIBERS N PMt311HESIS ARE PFRCW REDUCM FOR GRADE 40 FED ADDED RE734R. SEE GtNEW NOTE NO. 4 TYPE DEStGNA110N FF•' 1I10R 8F16-- 18/IT WAM mm Is iow u l6r 7! 1w4 p)lapo e7tlV7 15 / 4312 a Imam PRODUCTRawsm 1' yA aWi AcrA 7jmu m1111! ew v1'-- e.'. ms0-•-1('Ww401r1ocF7oriJc i 1ti CRAIGPAFIMO 7117our: rRlat• 1ep1s Co0tri01AaPloe(da Arapbda p• f OZ A, 11921 CA 679 GERM R. SU64 ac CAST— CRETE 8" LINTEL FABRICATION DETAILS 1A 4w, M0344Omer. e21i rust. 7.1: - IP1111 44PR rAb Ito' nsw ONO 1 mm on ee41a = FL - W. 1q 447M 1 am ft 1116 slur! er ! TF ProfessionalRegulation, r BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats 6 Facts publications I F8C Staff BCIS Site Map Unks Search A ida I', Product Approval s USER: Public User Product Approval Menu > Product or Application Search > Application Us[ > Application Detail P OfFICE OF THE FL # FL13192-R5 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. 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 eouivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cempiank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 11 CemPlank-Installatlon.odf Approved for use outside HVHZ: Yes FL13192 R5 11 ER RiO-2683-17 Plank Wood Metal Frame.odf Impact Resistant: N/A FL13192 R5 It ER RiO-2687-17 Plank Shingle to CMU.Ddf Design Pressure: N/A FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.odf Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1319Z RS 11 ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 RS 11 HardlePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 Ii NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathinn.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding 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: 13192.4 1 HardleShingle Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192. R5 1I HardieShingle-Installation.odf 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.odf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R5 11 ER RIO-2685-17 Shlnole Wood Metal Frame.Ddf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 II Hardie5hingle-installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf 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 11 ER RIO-2683-17 Plank Wood Metal Frame.Odf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 RS 11 NOA 17-0406.06.DdfDesignPressure: N/A Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 11 Prevail-Lao-Siding--Installation.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.Ddf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Oack Next Contact Us :: 2601 Blair Stone Road. 7bllahassee FL 32399 Phone: 850-487-1824 The State of 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. Ir you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click bim. Product Approval Accepts: irm F. 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. PREVAIL'" South MULTIFAMILY SIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 3 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car planks on edge, 1 Carry P g Protect edges and corners from breakage. The manufacturer is notg responsible for damage caused by 1. PvAm OUTDOORS station so that wow will blow dust away from user and others Inworl gam. 2 use one of the rdlowing methods: a. Best 1. scan and snap g. Shears (manual electric or pneumalk) b. Better: I Dust reducing drwW saw equipped with a Hardiebbde-saw blade and HEPAvacuum extraction c- Good: I. Drat reducing draft saw with a Hardleblade saw blade use la low to moderate wrong) 1. Cul only using score and snap, or shears (manual, electric or pneumalic). 2position wUingstation Inwe0•venbledarea NEVER use a prover say indoors NEVER use a drarlar saw blade no does not tarty the Hardieblade saw blade trademark NEVER dry sweep- Use wet suppression or HEPA Vacuum Important Note: For maximum protection (truest respirable dust production), the Manufacturer recommends always using'Besr4evd cu" methods where feasale. improper storage andhandlingof the product. NIOSHa tors can be used in conjunction with above act prockes to ruMer reduce dust pRO r ' n9exposures. Additional exposure information is available at www.pronilsiding. 00m to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consul) a qualdhed industrial hygienist or contact the Manufacturer for further bdormation. soouhm 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 insulationlsheathing. A water -resistive barrier is required in accordance with local building code requirements. The waler-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 roofs, 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 Fi 1 DoubleWall Single Wall trim (fig.8). 9 Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier let -In bra( Adjacent finished grade must slope away from the building in accordance with locals a 24• o.c. max. building codes - typically a minimum of 6' in the first 10'. O shed 9 Do not install Prevail'* products, such that they may remain in contact with standing water. Prevail"' lap siding must be installed on verfical 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 Color Rhish, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 water - resistive barrier joint flashing" from e o °o \ Wlr,= stWll water resisgve h barrier Install planks inmoderate contacttenerl4' starter striptoconsistentplankangle Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, then caulk"' As required by local building code "'Apply caulk In accordance with caulk manufacturers written applicalon instructions. WARNING: AVOID BREATHING SILICA DUST Prevail"' products contain respirable crystalline silica, which Is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of ranter from some occupational sources. Breathing excessive amounts of respirable silica dust ran also cause a disabling and potentially fatal lung disease Aged siBoosis and haz been finked vrigh other diseases. Some sNdles suggest smokbg may ohaease Urese risks. Oursg hnslallation a handling: (1) work nt outdoor areaz wish ample ventilation; (2) use fiber cement shears fa cutting or, where nil leasble, use a Ha bade' saw blade and dust reducing cacular saw aeadred to a HEPA vacuum; (3) dam others In the immediate area; (1) vrear a pr(erlyfitted, NIOSH approved dull mask or respirator (e.g. N•95) in accordance with appgcable government regulallons and manufacturer insWdions ta her Ilmlt respirabla sgice exposures. During dearh up, use HEPA vacuums a wet cleanup methods • never dry sweep. Fa further Inlamalion, refer to our Installation insWdions and Material Safely Data sheet avagabla al www.prevaitslding.com or by calIng 1•e77-2367526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. PR1007-P1/4 7110 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 stud waterresisUve barrier_ Maintain a 114' clearance between the bottom of Prevail'" products and horizontal flashing. Do not caulk gap. Figure 7 siding Do- no 114igap ffaswng V 1ag >r lap srding Maintain a 1" - 2" Maintain a 1" - 2" clearance clearance between between Prevailr"1 products PrevailTM products and arid deckiilg material. paths, steps and Figure 5 driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and and cap FASTENER REQUIREMENTS" deck material r At the juncture of the roof and vertical surfaces, flashing and counlerflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 6 r•r Figure 9 . KICKOUT FLASHING 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 J ° a sidewall. The roof must be flashed with IKarne step flashing. Where the roof terminates, p install a kickout to deflect water away from the siding. o0 It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing' To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout7 of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTM lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" O.C. max. stud 24" Figure 10 Figure 11 1 114• min. O.C. max, i• overlap water -resistive C.C. overlap barrier r o for Both Face t I and Blind Nailing blind nail - _ - 0 l o t - min. 1 114" N face nail 0 overlap r 1 water -resistive water -resistive ' barrier 1 1/4' min. ' barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with perrnission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.11conline.com. Also see General Fastening Requirements. P214 6/10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail"' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Dnve under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Countersunk, Flush Caulk il add nail do not under DO NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"' 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 caulkingisealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back - rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailIm lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is 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 Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SO 1 Sa =100 sqA) exposure) 51/ 4 4 PREVAIL" LAP SIDING WIDTH 6114 7114 7112 8 5 6 61/4 6 3/4 8114 7 9114 8 91Q 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7/10 South A 2010 JHTL. Al rights reserved. TM. SM. and ®derrole Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofofJHn. Warranties, and Warnings are available at www.prevailslding.cDm MULTIFAMILY SIDING PRODUCTS P414 7110 CITY Of Building &Fire Prevention C vision SANiFoRD PEArTION a i r rI'AllIVM M Applica tion No• ` 51, 000 Documented Construction Value: $ ' Historic District: YesONo l Job Address: 2645 Flicker Cove Commercial Residential 17- 20-31-502-0000-1160 Demo Change of UseQ Move parcel ID: Rc air AdditionElAlteration P s underground slab, rough and trim Type ofWork: Ne 150 amps, g Description of Work: Electrical wiring, Title:Director Brandon Gibbs ibbs reedcm.com Plan Review Contact Person: Email:brandon.g phone:407- 630- 0119 Fax: Property Owner Information 407-708-0163 Phone: Name Starlight Homes FL LLC. Resident of property' : NO Street: 1064 Greenwood Blvd., Ste 124 City, state zip. Lake Mary, FL 32746 contractor Information 407-630-0119 Phone: Name Brandon Gibbs Fax: EC13008106 Street: 146 West Plant Street, Ste. 240 state License No.: state zip: Winter Garden, FL 34787 City, Architect/ Engineer Ineer Informationphone: Name: n/ a Street: — city, St, zip: Bonding Company: n/a Fax: E- mail: Mortgage Lender: n/a Address: Address: NOTICE OF COMMENCEMENT OBTAIN WARNING TOOWNERYOURFAILURETORECORDANOTICEOAFCOMMENCEMENTMAYRESULTONYOURpAYING TWICE FOR IMPROVEMENTS TO YOUR PROPAO ATTORNEY BEFORERECORDING YOUR NOTICE OF RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND FINANCING, CONSULTWITHYOURLENDERORANCOMMENCEMENT• that no, or installation has Latin construction tion is hereby made to obtain a permit to do the work and installations as indicated. I certify lambing, signs, wells, pools, Application r to the issuance of a permit and that all ro;gywill tst besecureddtor eleto ectrical workf pl laws regulating commenced pro separate permit in this jurisdiction. I and tanks andaalr conditioners, etc. furnaces, boilers, heaters, , a Florida Building Code ball he inscribed with the dale of application end thecode in effect as of that date: 6 Edition (Z017) FBC 105.3 SpernutApplicationRevised: January I. 2o18 w NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable io 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 theloregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 0,111SignatureofContractor/Agent ate Jrc.ncaun C16h5 ggPrintContractor/Agent's Name s V n Signature of No Jtof Florida ate N P Y p N Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application CITY OF SANFO D BUILDING & FIRE PREVENTI N PERMIT APPLICATI N Application No: Documented Construction Value: $ i&^ i zEz 9 2.5 Job Address: L(Pq Historic District: Yes No Parcel ID: Residential [3 Commercial Type of Work: New 13' Addition Alteration Repair Demo Change of Use Move Description of Work: 4)iw-ysh;,nc Plan Review Contact Person: i c.a 5 5-11- be b.ar: (- Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name (Z T Phone: Street: Q _+O 1 Fax: L402- I o- City, State Zip: 0r-[ c. ncko , 3 u?Jf State License No.: CFC 0 u,34 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT kIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p)ols, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wi 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 requi d in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittil. 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 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 Sign hurt of Contractor/Agent Date Print Contractor/Agent's Name PAT SUSI MY COMNUSS041 FF 12t)904 EXPIRES: August 25, 2018 bam Ruts No" Pubk thdemAw C-_, Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Plumbing - # of Flood Zone: of Stories: Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised- June 30.2015 Permit Application 4507 State Read 52 VaI Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594 ®r. a Orlando, FL 32824 www.RJKieliy.com 727.863-5486 d13•[i61.0T07 407.855-2636 Slate License R CF-0O20 R.J. KiELTY Page: 10 Proposal No: 717-13533 PLUMBING • NEA11ING % COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Firefly - 1827 Lake Mary FL 32746 $5,925.00WeProposeherebytofumishmaterialandlabor - complete In accordance with specifications below for the Sum of: Payment to be made as follows: 40%, Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alleration or deviation fmm spodt'rcallons below Involving extra costs will cuted only upon written orders, and will become an extra charge over and above the estivate. All agreements contingent upon strikes, accld' r del• be our contra . _owner t y ury re. a?e• and necessary insurance. Our v crkers are covered by worker's compensation Ins e. C) THIS PROPOS L MAY BE WITFIDRAWN 1F NOT ACCEPTED IN 30 DI 4UTHORIZED SIGNATURE: We hereby submit spaelfica ' send rmates tor: Master Bath Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrrmo Valve1Shower t Toilet Gerber Maxwell 21.9121.28 White Elongated By Builder With Moen Chateau 64925 Chrome FaucettLov 2nd Bath Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 ChromeValve1Tub Gerber Maxwell 21.912 1.28 White Elongated1Toilet By Builder With Moen Chateau 64925 Chrome Faucet1Lev Kitchen Sink By Builder Faucet Moen Integra 67315 Chrome t Disposal ISE Badger V With Cord i Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer a Water Only (Slab BaWilling By Others) Baekflow Prevemers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance: Additional 512 par fool 40' Water Allowance; Additional $3 per fool Applies to any dlrocl contract between an owner contracar (RJK) - Notice of Lien Laws. Florida Statutes 713.001.713.37. Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You We authorized to do the work as specified. Payment vAll be made Ioutlinedabove. I agree to pay reasonable altorney's fens court costs In the event of legal action. A monthly service charge of 1 It2% will he added alterdays. Any sower taps deeper than 4 1/2 feel or requires backhoe or dewatering will be an extra charge. 7 SIGNED: (. t. DATE OF ACCEPTANCE S PAGE 2:. F--1---•-- - Branch: Hudson ast Edit By: Last Edit Dato: 7/27/2017 uilding &Fire IApPCA CITYOFPEATLITIONSANFoRD,Application No: 51 000 Documented Construction Value: $ ' Historic District: Yes No Job Address: 2645 Flicker Cove Residential o CommercialParcel ID: 17-20- 31-502-0000-1160 Change of Use[]Move Repair[] Demo Addition Alteration p Type of Work: Nev rough and trim 150 amps, underground slab, Description of Work: Electrical wiring, Title: director Brandon Gibbs ibbs reedcm.com Plan Review Contact Person: Email•brandon. g @ Phone:407- 630- 0119 Fax: Prope1tY Owner Information 407-708-0163 Phone: NO Name Starlight Homes FL LLC. Resident of property? Street: : 1064 Greenwood Blvd., Ste 124 Zip: Mary, FL 32746 City, State Contractor Information 407-630-0119 Phone: Name Brandon Gibbs Street: 146 west Plant Street, Ste. 240 Fax: EC13008106 rate Zip - winter Garden, FL 34787 State License No.: City, S p ArchitectiEngineer Information Phone: Name: nla Street: — City, St, zip: Bonding Company: n1a Fax: _ E- mail: Mortgage Lender: nla Address: Address: NOTICE OF COMMENCEMENT MOBTAIN ST EWARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESU17'O NYOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. RECORDED AND POSTED ON THE JOB SITE BEFORET ATTORNEY BEFOREEORECORDING YOURNOTICE OF FINANCING, CONSULT WITH YOUR LENDER OR COMMENCEMENT. that no work or installation has regulating construction ication is hereby made to obtain a permit to do the work and installations as indicated. I certify lambing, signs, wells, pools, Appl ermitandthatallworkwillbeperformedtomeetstandardsofalllawsg,s commenced prior to the issuance of a p ermit must be secured for electrical work, p in this jurisdiction. I understand that a separate p furnaces, boilers, heaters, tanks, and air conditioners, etc. with thedateofapplicationandthecodein effect as of that date: 61b Edition (201 Florida Building Code FBC 105.3 Shall be inscribed iicaUen Permit AppRcviscd: January 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 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 Data Print Owner/Agent's Name signature of Notary -state of Florida Date sl 1 F' Y. Signature of Contractor/Agent %W t(c.ncJun C;bbs Print Contractor/Agent's Name a s < a P-1IJ14 Signature of No of Florida ate F Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application CITY OF A FORD FIRE DEPARTMENT Building t& Fire Prevention Division PERMIT APPLICATION Application No: 1 6-1 0 UU Documented Construction Value. $ 'f 7, Job Address: •-' FG G '2 (,i/, r/lN, F 3ZT'jHistoric District: Yes No Parcel ID: 17-20-31-502-0000- //(,Q Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pro Construction Coordinator Phone: 407-886-3729 x 163 Fax: Email•dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 407-781-1643 city, State Zip: Orlando, FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, 'Lip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE. JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTATN FhNANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised: January I, 2015 Pcrtnit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable 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. Sibmotwc or Owner/Agent Date Print Owner/Agent's Name Signaturc or Contractor/Agent Date" 0 Print Contr actor Agent's Name Signature or Notary -State or Florida Date si inure t c Fgo" Notary Public State of Florida Jessica Kline My Commtsslon GG 056307 pM1 Expires IV1912M Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application WORK ORDER Job #: 34602 14SB98 Date: 1/23/2018 5uhAvicinn I Ph2co I RI l I I /11 QIL BILL T0: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 116 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 2645 Flicker Cv CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 32773 Model/Bldg: 1827 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB0300OG CU-2 Date Required: T'Stat: TH621 OU2001 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: no Efficiency Efficient EAI Pulls Permit: Builder calls inspection: yes yes Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper ZD1 Yetsomolr Qty t EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 04-Installation Labor 2.20 27.72 Rou hin 2,196.00 21.78 326.70 06-Piping Labor 6.75 114.75 Trim 2 196.00 14-Kitchen Vent Trim 02-Material/Tax 01-Equipment/Tax 1,103.08 Permit 70.00 1,338.71 09-Permit/Other 80.00 011-Delivery Labor 1.23 15.54 20-Pull Material Labor 1 2-Startup Labor 2.471 31.07 Total Contract: 4,462.00 2.501 42.50 I --; - .,-- y . -i- `. :. • , i -- ;_ ram; _.- ; - r - AHRI Certified Reference Number: 9162305 Date: 04-26-2018 Model Status: Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB03010"A' Indoor Unit Model Number (Evaporator and/or Air Handier) : F84CNP030L The manufacturer of this CARRIER product Is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity;(H72) Slriglti:or.Fllgh Stage (47Fj : 2860U. ! }:•` `; ; , ? _ HSPF (Region`.M.: is •. I •. 1'Aetive Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced.'Productlon Stopped- Model Status are those that an AHRI Certification Program Participant Is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published retina is shown along with the previous Me WAS) refirw DISCLAIMER AHRI does not endorse the products) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the produci(s), or the unauthorized alteration of date listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.al rldireclery.org- TERMS AND CONDITIONS Im This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal andW confidential reference purposes. The contents of this Certificate may not. In whole or In part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION 6 REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahrldirectory.org, click on 'Verity Certificate' link we make lifr better - and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is Kited above, and the Certificate No., which is listed at bottom right ;; : •:: . • : • • • . r. 1316924899O771.. I% 2018Air-Conditioning, Heating, and Refrigeration Institute .CERTIFICATE NO.: , , STATE: OF FLORIDA g DEPARTMENT"OF BUSINESS AND PROFESSIONAL REGULATION r CONSTRUCTION INDUSTRY LICENSING BOARD 1946 NORTH MONROE STREET TALLAHASSEE FL-32399-0783• KULP, ROBERTCRAIG ENERGY -AIR INC 113 •WISTERIA DR LONGWOO,D FL 32779 Congratulations! Willi this license you become one bf the nearly Floridians licensed by the Department of Business and j, one•million Professional Regulation. Our professionals and businesses, range A . "• STATE;( from architects to yacht brokers, from boxers to barbeque t; u ,':. DEPART restaurants; and they keep -Florida's economy. strong., PROFS: Eve day tore work to Impprove the Waywe do business in orderroe:you 4i .: CAC181't3317 to s better. For Iriforhiation about our services, please togg"onto www rriyfloridallcanse.cdm: There you can find more i :.' CERTJFIED AIR:C l7 informalion about our divisions Arid the regulations that impact KULP, ROBEf2T R your subscribe io depattment newsle$ers and learn more aboutJ._.. ENERGY AIR:II G'i the'Department's Initiatives. r Our mission at•the Department -is: License Efficiently, Regulate thatFairly.'We cgristanlly strive to serve -you[ better so you can seiye your customers. Thank you'for'doing business in Florida, r ::!•SCERdT 1 F1UG31 ah'd congralulatidns on yodt new license! 20 RICK SCOTf, GOVERNOR DEPART6 DETACH HERE STATE OF FLORiDA' lagriedjbglowrlS:CERTJFIED . = .• ::. 160eitl &provisWns of 0ha0tit r:489'FS.__:' xplj, tion:date::=giJG_;3_1,"w201'8.:: rf + fir, , JrV'"' T . r: - '-; tf• 1.7: 5 850) 487-1395 KEN LAWSON, SECRETARY S` ANDPROFESSIONAL REGULATION IUUSTRY, LICEN$ ING'.6OI4RD,' o sY S I i. •.. : •.-•.. •-.•''`•. 1, .'.,•%., ••.`•` ti'' _ _ •'•. 5 LM1 r - •.,,_ r•^;- •, f.^':,7•..:...-.. __ , _••,' :'' a4.,: ;\.' -tip, '`- 1. : y, 1 KIJLPr: ROBE. R;F OPAIG-.: ,; m'1; ..•. - - - - '•. '' ' `.: J/ENERGYAIR,- I. ...... ; ,y,r: _ .. .... .. :n .;`,' ..; ` :;_ • / 5 01ENERGY i41R;CQU s ti: .•-??T+mac a.r _ Ya-• ti s •.,cynic;; - ?ti 'A:• tie, : `., i' % i•' •= _— -- ' F. tea..;:, _..• . . ; • •'"•:,• • a=:.; . 1.. +' _ •• • ':` • '. - • • '`• •'• ':. t 1 y '-i. -.r: - 3::_' •ti. ••w tic' l: T ri02INr i T % r ..r••• y i, a'VL„'r-+•';~Z-•.'.•\4: '`•.`tr.L•-e.: '. i •OT.i: j't }•.l'•'':. t•. y 'i: r• :-•--.".... . _v iji,.%..•- :.s. •1:.). •':^r•,. ..i.... •tiil:T:.:.b...J,... \ ,l. •.•s{,• , , •' , ,•l`, . `' r. 'rr= :, r.i j„. `-=w.yr.•'y'i:.•r.r,!'•:' JT. .. `- .•..n.•.-1 (:,Lj'.. 'A: )",•7 • .•, '` `• :'•.,' ', ••.'1 • •, ,y •. . \ C • ••• ISSUED: 06 162016 DISPLAY AS REQU)REDBY LAW SEQ* L1606160000507 18-125v 61 SPECIFIC PURPOSE SURVEY t o c (FORMBOARD) tna II WYNDHAM PRESERVE 6.5 LOT 116aPB81, PG 93) 0 •fan y Wa m r0 r PCP CENTER PCP 0e _ N89'43.10'E_ 290.76' UNE J M 108.73' 3 FLICKER COVE o %_ 50' RIGHT—OF—WAY o CO o . (PRIVATE ROAD) c to n o CONC CURB to O N j O Z N89'43'1Oil' 60. 00' 101 UTILITY b1 EASEMENT (P) tr-- — — — —-——— — — — — —— w_ it 10.5' G7 20.0 ' 10.5' - rn 13.3 V r` n N 5.7 Y LOT 115 w h I STORY RESIDENCE 0 LOT 117 1D 2645 FLICKER COVE o rn y vdlk FORMBOARD 9 FFE--29.99' m A Zo a w O 10.5: to n 10.5' Building Setbacks Setbacks: Per construction plans for VYNDHAM PRESERVE, City of Sanford, Seminole County, Florida. Front a 25' Rear = 20' Side a 7.5' LEGEND:ADUSSD-Access Droino a blibesSidewalkL8-Licensed / 9 N / usiness B P-Bockflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florldo Power & Light P -Plat FFE -Finish Floor Elevation D. .-Deed Book Water Meter O.R.-Official Records Book pa -Water Volvo P.B. -Plot Book a -Fire Hydrant Pg.-Page IRCE-Reclaimed Water Meter Elev. -Elevation ACOG-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver 8-Telephone Box SW-Sidewolk E -Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Monhole NCS-No Comer Set (Falls in Water) m-Sonitary Sewer Monhole SF -Square Feet CHAfo -Electric Handhole D.U.E. -Droinoge/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK lGYpd-Irrigation Control Volvo P.K. -Porker Kolon Noll p -Sign SIR -Set 1/2' Iron Rod L87768 WX Gote Water Valve SPKD-Set P.K. & Disk L87768 Gos Meter FIR -Found 1/2' Iron Rod L87768 r'-Existing Grade FlP-Found 1/2" Iron Pipe L877613 p-Blow-off Valve FPKD-Found P.K. Noil & Disk LB7768 -----Drainage Flow Direction FCM-Found 4'x4'_Concrete 10.0-Proposed_ Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. 1 w I w LOT 116 1 AREA = 7,200 S.F. +/- SOUTH B0UNA4RY OF LOT ire 60.00' S89W REMAINDER OF LOT 13 PALMER'S SUBDIVISION PLAT BOOK 2, PAGE 41 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR'S NOTES: 1. Current title Information on the subject property hod not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar Items shown hereon were token from engineering plane and ore subject to survey. 3. Elevations shown hereon ore in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades Cc finished floor elevations shown hereon ore from the construction plan for `NYNDHAM PRESERVE', City of Sanford Seminole County, Florida. BUELMIING LAYOUT NOTE: Contractor and owner are to verify all setbocks, 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. 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 S. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 116, according to the plat SUNM of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey of the hereon described property 555 Winderley Place, Suite 109 was made under m sue Maitland, FL 32751 Y D rviSlpf4Aly{ meets the Standards of Phone: Practice set forth 4r`+ of Professional (321) 270-0440 Surveyors & Moppera lh` ChIt do Administrative Fax: (813) 248-2266 code, pureuonllo 5dc1k((lb 2,8U. Fl do 5totutea. Licensed Business No. LB 7768 Q.•.qt° oo' 6 1 • GeoPoint\ 6'• P Surveying, Inc. Ja s D. Ldyiiter••., F:•' : LS6915 Drawn: RCA Checked: JDL P.C.: Data FlIe:BdssoeEwt ,iORIAPROFESSIOW4, R.c • 40. .................. NOT VALID WRHOUT'THF, Rf` D THE ORIGINAL Date:07/05/18 Dwg:Brbsonrmt-1o1118 Order No.: SED SEAL OF A FLORIDA iJ D SURVEYOR AND MAPPER I SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk' — RESNET Home Energy Rating Standard Disclosure For home located at Lot 116 2645 Flicker Cove, Sanford, FL 32771 City: Sanford 1. XI The Rater or Raters employer is receiving a fee for providing the rating on this home. State: FL 2. X In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X li0. Training for sales or construction personnel E. Other (specify below) 3. R The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. D The Rater or Raters employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed In Rater Rater Rater Rater Rater Rater Rater this home by: OR Employer Employer Employer Employer Employer Employer Employer Is In the Rater Rater Rater Rater Rater Rater Rater business of. Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at hilp://resnet.us/standards/RESNET Mortgage_lndustry_National HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Raters Printed Name v Raters Signature RESNET X: 4311088 Certification # November 27, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 398349EFL ZTopBuild" TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve property Owner: Total Conditioned Floor Area: 1,827 ft 2 permit Date/No.: Conditioned Volume: 15,677 ft 3 ECC Version: 2009 Droperty Address: 2645 Flicker Cove, Sanford, FL 32771 Testing Perfortrred 2009 IECC (Sec. 402.4.2.1— Testing Air Leakage) Blower Door Test 11127/2018 Measured Air Leakage: 1551 CFM @50Pa Result: PASS Air Infiltration: 5.94 Confirmed ACH ACH 50 Target 5 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Duct Blaster Test 11/272018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Target S 12.00% Phase Post Construction CFA: 1,827 ft2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target S N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target S N/A Phase N/A N/A Digitally signed by Dave Revelle Rater Of Record: I ` p , 1 1 y // Dale. 2018.11.27 20:48:11 EST CN=Dave Revelle, 0-TopBuild Home Services, OU. RESNET #: 4311088 11/27/2018 t•wF+'"o4r EMA0.ADDRESS=dave revelle Qlopbuild corn, C=uS BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions. Sincerely. Dave Revelle Cell: (386) 881-7452 2 F t-..tF tit dave revelleCtopbuild.com 10 475 N Williamson Blvd. Daytona Beach, FL 32114 (886) 912.7233 H0.y 96•0a9 Ma form was pwurallyd Rcm EFL Av/M Menepsr, piWob of Top&M No. SerNoan hrc O 7 • P` QORAT/0 awoci FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2645 Flicker Cove Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number. Design Location: Jurisdiction: Duct Test Time: Post Construction Ili in I aakana Tact Pact ltc CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 57 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct System Leakage Sum lines 14 57 Divide by 1827 Total Conclamed Floor Area) 0.0312 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Dry my > ,pned D vs Rsweo Data. .11.2 20v8:24 EST RaiBi ReDOb: CN-Dave Revelle, O•Top9uild Morro Services, OU, Printed Name: W eve Red*lil@WW Cum, cam"' use RESNET is 4311088 Date: 11 /27/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553,99, Florida Statutes. Building OMdal: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 398349EFL ENVIRONMENTS FOR Li ioi' SITE ID 390,M9 LOT:110 BLOCK HOUSE 2043 STREET: FLICKER COVE CRY: SANFORD STATE FL 27P: 32771 COUNTY: BEMINOLE ACCOUNT 909STAFL BUILDER: STARLIGHT HOMEB SUBDIV1810N: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10110/2017 PROGRAM: HERSI100% TESTER: EFL IECC: 20W CLIMATE 2DNE PROPERTY OWNER: PROPERTY ADDRESS: 2043 FLICKER COVE, SANFORD. FL 327TI TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Rovob DATE: 1IRTMIS TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Arms Parcel N ssketed and insulated x 5.2 Atec dro own Sisk (fullyasketed and insulated x 5.4 Recessed Li tin FLdutes ICAT labeled and sealed to drywall) x 5.5 Whole -house Fan insulated askeled to me openingx 7.3 Fresh air ventibbon Installed r rams x I' Bb1wr Door BD To of BD Accbl Roam Presaum Tad BUILDING ORIENTATION VOLUMEVOLUMEU. CODE VOWME CU. PROGRAM SHELL CODE KNELL N 0• WA 15,577 0 0 PROGRAM CFM 00 CODE CFM 50 PROGRAM ACH 00 CODE ACH 00 PROGRAM 07 6I1e9 CODE of BIn9 0 11.529 7 1,551 5.94 MHor 0 Mot Bdm 0 Bdm 2 0 Bmm 3 0 Bdm 5 1 0 Rm 1 0 Rm3l 0 1 0 Sdrm 4 D Rm2 0 CO Dobcbrs Energy SW Queried a7 Ellldom P 7 x 00 or o Of MonewtoO Llghb Mud Be CFL Or LED x Low Flow Faucets, Tabs 9W x TMmtosbO x Conrad Oren Prog om Level Ro*droe Vbuel Irupecdon Madunlsl evolorn Ibrrt Lneelbn Montrbcbror Have Mom M Model 02 Mom 93 Model N SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT SO 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM WATER HEATER SYSTEM FURNACE SYSTEM 1 HVAC OUUNITDOOR UNIE5YSTEM OUTSIDE CARRIER CH14NO030 1 HVAC INDOOR COIL 1 HVAC AMU (HEAT PUMP INTERIOR CARRIER F54CNP030 2 FURNACE 2 HVAC OUTDOOR UNIT 2 HVAC INDOOR COIL MVAC AMU (HEAT PUMP 3 FURNACE 3 HVAC OUTDOOR UNIT 3 MVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 MVAC AMU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DE81GN - VALUES AS BUILT - VALUES COMMMENi a OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE REM NA NA TEST, BLOWER DOOR RESULT: PASS TESTER: Ono R0veft DATE 1 V27/2015 BUILDING SPECIFICATIONS BUILDING CNARACTERISTICS AS DESIGN -VALUES AS BUILT -VALUES COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE(PRIF) ELECTRIC WATER HEATER SIZE. EFFICIENCY M LOCATION PRIF) INFILTRATION HOUSE LKG ACM REM NA N : 5.94 CI . 5.94 ACH 50 Puub FRESH AIR VENTILATION TYPE(PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL f REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION 0OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME • HRSIDAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR . MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS(PRIF) INTERIOR % OF CFUS(PRIF) INTERIOR % LED'S(PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFUS (PRIF) EXTERIOR FIXTURES % LED'S(PRIF) GARAGE FIXTURES % OF CFVS(PRIF) GARAGE FIXTURES % OF LEO'S(PRIF) DISHWASHER(PRIF) REFRIGERATOR(PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE(PRIF) SLAB AREA(PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE(PRIF) FLOW RING(PRIF) HEATING(REM) NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING (REM) NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: DM Roreft DATE: 11127r2015 TOTAL CONDITIONED FLOOR AREA 1 0 1,927 CFA 80 FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 60 FT. SERVED (CFA) 0 1,827 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 145 SYSTEM / DUCT LEAKAGE TO OUTSIDE S7 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Inflniy% 3.12% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF N\N% 0.D0% CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 60 FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM1M TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 5 60 FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 5 DUCT LEAKAGE TO OUTSIDE SYSTEM 5 DUCT LEAKAGE TO OUTSIDE CFM125) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3TOTAL DUCT LEAKAGE (%OF TEST: W=j, LASTER RESULT: PASS TESTER: Do" Revue DATE: 11mrAIS CFM25)TARGET . . (CFM25)ACTUAL CFA)ACTUAL SYSTEM 4 SD FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE rorm SYSTEM DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET(CFM2' ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGESYSTEM TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25)TARGET (CFM25)ACTUAL . CFA)ACTUAL mmm BUILDING BFECIFICATKM 1101,111WINWC14ARACTE ABim=NmvALUEB AS BUILT •VALUES COMMMENT DUCT LEAKAGE TO OUTSIDE REM NA 0,03.1 ICF.M25,/ CFA TOTAL DUCT LEAKAGE REM NA 0.72 CF,M251 CF,A FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name STARLIGHT HOMES Street: 2645 Flicker Cove Permit Office City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2645 Flicker Cove (Lot 116) Jurisdiction: Cond Floor Area: 1827 Cond. Volume. 15677 Envelope Leakage Test Results Leakage Characteristics Regression Data: C n: R: Sinqle or Multi Point Test Data HOUSE PRESSURE FLOW: t 50 Pa 1551 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1551 ELA. 85 EgLA 202 ACH: 5.94 SLA: .05 ACH(50) ' : 5.94 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be -c= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018.11.27 20:48,28 EST QJ Revelle, O=TopBuild Home Services, OU, EMAI LAD DR E SS=dave. revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 1112712018 Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), ( g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing Topeudd the opportunity to prowde the above services for you. Please feel free to contact me with arty questions. 1=5I2017 398349EFL This certificate is presented to Dave Revelle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. lu Budd = Home Services ..,• RTIN # 4311088 1004/05/2019 Stephen P. Carr, Registration # QA Designee Certification Expires The ft w. p—ad bw EFL PMpa MY QW. PwPO of TOPOWN MP E 9.'(Z<o RX-COUNTY 'TESTING LABORATORIES, INC. 31 S. Main St. Winter Carden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: REPORT NO: REPORT OF R -PLACE DENSITY TESTS lao, PROCTOR CONTRACTOR 't'' r ` J 1 o '•- -5 SPECIFfCATION: REPORTED TO: OPTIMUM MOLSTUm Z / % LOCATION: R `_` P,4ss MAXIMUM DRY DIRNSITY: MATERIAL: %, • w.,. jc c DATE TESTED: a l - C'7 .S -16S LOCATION DEITH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES Ibz cu. R. lbs. cu. R. MAX. DENSITY PERCENT ll ti