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HomeMy WebLinkAbout2635 Magpie Way 17-3191; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 DATE: November 28, 2017J BUILDING APPLICATION #: 17-10000877 BUILDING PERMIT NUMBER: 17-10000877 UNIT ADDRESS: MAYPIE WAY 2635 17-20-31-502-0000-0830 07"co a TRAFFIC ZONE:022 JURISDICTION: 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, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2635 MAYPIE WAY/ WYNDHAM PRESERVE LOT 83 SFR DETACHED 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 Family Housing 00 1.000 dwl unit FIRE 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 SSggle Family CO -WIDE ORD Hoping 5,000.00 1.000 dwl unit 5,000.00 PAR LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: krn rjA0=SM1f I-Q SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** 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 RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION 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 'f'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 13 LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 o - ?gip-1-1 I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: a cn 35 4a0, Lis.+^. Sa n-Ev d . r`—L 3 t 3 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 instrunwtt gW*fftdged before me this ,30 day qf r1 , 200 lam, by KK who isiA6 personally known to me or o who has produced as identification and who did (did not) take an oath. Notary Sea[) Shayne Mangel NOTARY PUBLIC W"no STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Rev. 08.12) Print or UA name Notary Public - State of Commission No. My Commission Expires: V Job Addre Parcel ID: 7 J3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 ( Documented Construction Value: S aZB 3'I1° 3Historic District: Yes No Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : No Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5* 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 comptimife with all applicable laws regulating construction and zoning. M Print Owner/Agent's Name Signature of No of Floriehgyne Y11 UBLIC Date 1 NOTAR T STATE OF FLORIDA Comm# GG113111 E 1 . Expires 612112021 Owner/Agent is Personally Known to Me or Produced ID Type of ID 5 Signature of Contractor/Agent Date Robert Will'ets Print Contractor/Agent's Name inawJ Signature of Now-`t f FloriftayneaAangebate rn NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Cc19 e Expires /21/2021 Contractor/Agent is ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q ElectricalEa Mechanical W Plumbing© Gas Roof Construction Type: Vtl Occupancy Use: (R3 Flood Zone: X-SI`-k k' TTgCNEd Total Sq Ft of Bldg: Min. Occupancy Load: I L4 # of Stories: New Construction: Electric - # of Amps t!Sy Plumbing - # of Fixtures 115 Fire Sprinkler Permit: Yes No [ff # of Heads APPROVALS: ZONING: 11 UTILITIES: ENGINEERING: WIC- I I-Z%-17 FIRE: COMMENTS: Fire Alarm Permit: Yes No a WASTE WATER: BUILDING: Sr 2-Z1-c1 Revised: June 30, 2015 Permit Application V Job Address: Parcel ID: 17-20-31-502-0000- o' Type of Work: New ® Addition Ut; i TYCITY F SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 Documented Construction Value: S District: Yes No Wyndham Preserve Lot %Z Residential ® Commercial Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: .407-708-0161 Street: 1406 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: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-6:47-3700 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone:. 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhernkulp.com Bonding Company: Address: NA Mortgage Lender: NA 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 TBE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30. 2015 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 compli We with all applicable laws regulating construction and zoning. Print Owner/Agent's Name CJ l Signature of No - of Florithayne UBUC Date 4-* ., NOTARY _ .tr)A 5- Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature 9-5"v- PUBLIC STATE OF FLUKlur% Commo GG11311 A 0 Comm# G131116r12021rEeIxpresExpires!!/21/2021 Owner/Agent is V Personally Known to Me or Contractor/Agent is ersonally Known to Me or Produced ID Type of ID Produced ID ' ' • Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes NO APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: & // - WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Pemtit Application 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: 2635 Magpie Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0830 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) OFFICIAL USE O LY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-3191 Reviewed by: Michael Cash, CFM Date: November 21, 2017 as n p Application for Paved Driveway, Sidewalk or a Walkway Including Right -of -Way Use & tto , Dq Landscaping in Right -of -Way www.sonfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the Cltys regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or t:z sidewalk construction over 100 square feet of concrete or other material on the subject parcel and I or any construction of a 8 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 Know whatt below. size and location of the existing right-of-way and use shall be provided or application could be delayed, callbsfuepoudig. 1. Project Location/Address: aLo JrJ Y a 1 t. L 4+.. JQ l r-n ref F 3a_l1 2. Proposed Activity: M Driveway C221k Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Off- Z::Pyz_ This application is Properlyowner / Signature: L Address: l Otoy- Print Name: S u:"l-e--. Phone: 'col --[O%- 01"1 Fax: L+6 1-U43-n-100 Email: John Reny Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement This shall Include maintenance of the Improvement and unpaved portlon of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installatlonlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, If necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted bylaw, Requestor agrees to defend, Indemnify, and hold harmless the City. Its councilpersons, agents, servants, or employ- ees appointed, elected, or hired) from and against any and all Ilabilitles, dalms, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (Including costs of defense, settlement, and reasonable attorneys 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 tight -of -way. I have read3P4Iiiul6rsta4d the above statement and by signing this application I agree to Its terms. Signature: Date: W- 56-1.1 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: November2015 ROW Uso Ddvewaypdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: t O - 30 -1—( Project Name: Wyndham Preserve - Lot 9.3 Project Address: "35 Mao. n;'_- WahSanford FL 32771Id Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # EQSter,broyY Print Name of El. Contractor ignature of El. Contractor El. Contractor License # CALLED INTO: o Progress Energy Florida Power and Light on _/ / Rev. 02/10/15) THIS INSTRUMENT PREPARED BY: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake May. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. I lillll IIIII IIIII IIIII IIIII Ilfll II11 Ilfl GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9021 P9 232 (1P9s) CLERK'S 2017113421 RECORDED 11/03/2017 01:38:51 PM RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number. 17-20-31-502-0000- 6 %bQ The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713. Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property an treat address if available) l (yndhafn Preserve. PB 81 Pgs 93-102, Lot 1 3 Address: a.l@ 3 S rn 4g p; q_cjs GENERAL DESCRIPTION OF IMPROVEMENT: ' Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (d other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Uenors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Unde naryknor'lledge ury, I declare that 1 have read to th b t and belief. Slgnaturo Flodda Statute 13.13(1)(9):' The owner must sign the nodoe of commenoernerd and no one also may be permitted to sign in his or her stead' the foregoing and that the facts stated in stare true r" t= Ownees Printed Name State of County of The foregoing Instrument was acknowledged before me this day of ( ) by — hit l/'r V t-t `< C-Y hP Name of person making statement Who Is personalty known to me OR who h gpjju(tttgWntiflcatlon type of Identification produced: o NOTARY PUBLIC c = STATE OF FLORIDA C $ Comm# GG113111 HCE 1' Expires 612112021 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: "S!S ^NA,P BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL• PERMIT Min Max Inspection Descri tion 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final llj.1 .Ti. 1 al.2i"Y n a.. Si i.3 i Min Max inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL• PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 83 - 1981 TL Street: +35 Builder Name: Starlight Homes c. uN-) Permit Office: Seminole CountyCity, State, Zip: Sanford, FL, 327 Permit Number.# , 7 _ 3 1 9 1 MSANFORDOwner }r"cvY •L y, Location: FL, Sarifdfd Jurisdiction: ,Q - Design County:: Serrtinbtt; (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft2 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent c. NIA R=13.0 291.67 ft2 R= IF 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft= 6. Conditioned floor area above grade (ft2) 1981 b. N/A R= ft' Conditioned floor area below grade (ft2) 0 c. N/A R= ft' 11. Ducts R ft2 7. Windows(168.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEERA4.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems k8tu/hr Efficiencyd. U-Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Typps (1981.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.54 PASSTotalBaselineLoads: 60.13 I hereby certify that the plans and specifications covered by Review of the plans and viE STq E. this calculation are in compliance with the Florida Energy specifications covered by this Oi Code. GvJg&- calculation indicates compliance with the Florida Energy Code. I,. a,,,,•: ;; 15•`a•` ,, p PREPARED BY: o-el"' Before construction is completed DATE: V/ / 7 /17 this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed. Is in compliance Florida Statutes. with the Florida Energ Code. C'pD WE' J OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with 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 Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/17/2017 9:29 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Pago 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 83 - 1981 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 83 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE V Design Location IECC Design Temp TMY Site Zane 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blocki 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 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 178.3 ft 0 1981 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2216 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood 6/17/2017 9:29 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 2 3 4 5 N E S W N Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 24 9 9 4.1 48 9 9 4.1 44 9 9 4.1 60 0 9 13 31 3 9 4 231.0 ft' 4 455.0 ft' 4 417.7 ft' 4 560.0 W 4 291.7 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Omt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 N Wood Main N Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft2 19.4 ft° WINDOWS Orientation shown is the entered. Proposed orientation. V Wall Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 n 1 None Low-E Double Yes s 3 None Low-E Double Yes s 3 None Low-E Double Yes s 3 Vinyl Low-E Double Yes W 4 None Low-E Double Yes 0.34 0.26 0.34 0.26 0.34 0.26 0.58 0.25 0.34 0.26 30.0 ft' 1 ft 0 in 30.0 ft" 1 ft 0 in 30.0 ft' 8 ft 0 in 48.0 ft2 8 ft 0 in 30.0 ft' 1 ft 0 in 1 It 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 In None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft2 402 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 k8tu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 6/17/2017 9:29 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 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 6 396.2 it Main 99.05 ft Prop. Leak Free Main cfm 59.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingan Heatinf XJan feb Mar Feb f XjMar E A r jApri Ma X Jun Jul Auge jMayf Jun Jul Aur Sep Oct [ Nov Oct [ XNov Dec DecVentin 11 JanFeb [X Mar X A r May [ Jun Jul Aug Se X Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pump 1 - Central Unit 6/17/ 2017 9:29 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft0 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 1 c. WA R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1981.00 ft' 1981 b. N/A R= ft' Area c. N/A R= ft' 120.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Main, AH: Main 6 396.2 48.00 ft' 12. Cooling systems kBtu/hr Efficiency fe a. Central Unit 30.0 SEERA4.00 ft' 4.250 ft. 0.257 Insulation Area R=0.0 1981.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ( -y I Date: l) I l g I j- Address of New Home: a( 12: City/FL Zip:-SCL , JI - kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat ivlEsr a v r C00 WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 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. 6/17/2017 9:29 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 83 - 1981 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL. 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/17/2017 9:29 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 83 - 1981 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data _ HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 6/17/2017 9:29 AM Where required by the code official, FINE STgT testing shall be conducted by an y i ;,`0+ approved third party. A written report of the results of the test shall be signed by the third party 4 . tq;, conducting the test and provided to > , the code official. f C00 W5' BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2014 - Section It405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 83 - 1981 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford. FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage On specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by THE STgr testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 563.99, Ze Florida Statutes. BUILDING OFFICIAL: DATE: 6/17/2017 9:29 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight - Wyndham wrightsoft° ry Date: 4114/2017 Entire House BY: Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-888-3729 Email: GRenner(Menergyaircom Web- wmv.energyair.com For: Lot 83 - 1981 TL, Starlight Homes Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 26 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17497 Btuh Ducts 1538 Btuh Central vent (65 cfm) 1830 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Coolingg Area (ft2) 1983 1983 Volume (W) 18498 18498 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 80 43 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 47°F Temperature rise 29 F Actual air flow 899 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16110 Btuh Ducts 2048 Btuh Central vent (65 cfm) 1248 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19407 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Ducts 197 Btuh Central vent (65 cfm) 1917 Btuh Equipment latent load 4391 Btuh Equipment total load 23798 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.050 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.82 Capacity balance point = 37 °F. Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-17 09: wrightsoft- Right -Suite® Unhersal 2017 17.0.08 RSU17013 Pagege I1ACCA ... Specific\Wyndham Preser%e\Lot 83 - 1981 TL.rup Cale = W8 Front Door faces: N Job: Starlight - Wyndham wrightso - ft• Manual S Compliance Report Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(denergyair.com Web www.energyaircom For: Design Conditions Outdoor design DB: 92.6OF Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Lot 83 - 1981 TL, Starlight Homes Sanford, FL 32773 Sensible gain: 19407 Btuh Latent gain: 4391 Btuh Total gain: 23798 Btuh Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Entering coil DB: 76.3°F Entering coil WB: 63.7°F Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 137% of load Total capacity: 26119 Btuh 110% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2 OF Heat loss: 20865 Btuh Entering coil DB: 68.1 OF Indoor design DB: 70.0°F Manufacture's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Jun-17 09:27:38 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA .. Specific\Wyndham Preserve\Lot 83 - 1981 TL.rup Calc = W 8 Front Door faces: N Job: Starlight - Wyndham wrightsoft• Duct System Summary Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air. Ct. Orlando. FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: www.energyair.com For: Lot 83 - 1981 TL, Starlight Homes Sanford, FL 32773 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.165 in/l00ft 0.165 in/l 00ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 170 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 c 141 3 7 0.193 4.0 Ox 0 VIFX 24.7 120.0 st3 bed2 c 1532 56 76 0.181 6.0 Ox 0 VIFx 29.4 125.0 st2 bed4 h 2353 111 70 0.181 7.0 Ox 0 VIFx 29.5 125.0 SO br3-A C 1406 56 70 0.177 6.0 Ox 0 VIFx 33.2 125.0 st3 foyer h 1292 61 54 0.332 5.0 Ox 0 VIFx 9.3 75.0 kit -din -Fern c 2617 94 130 0.198 7.0 OXO VIFx 21.4 120.0 stl kit-din-Fam-A c 2617 94 130 0.193 7.0 OXO VIFx 25.2 120.0 stl kit-din-Fam-8 c 2617 94 130 0.189 7.0 Ox 0 VIFx 27.8 120.0 stl laun C 843 15 42 0.329 4.0 OX 0 VIFx 10.0 75.0 m be h 743 35 23 0.177 4.0 OX 0 VIFx 33.1 125.0 st2 rn br h 3013 142 93 0.171 7.0 OX 0 VIFx 33.4 130.0 st2 rn wtc h 1413 67 34 0.165 5.0 Ox 0 VIFx 39.9 130.0 st2 vec2-A c 48 1 2 0.181 4.0 Ox 0 VIFx 29.6 125.0 st2 wic3.A h 533 25 13 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 wtc4-A h 955 45 27 0.175 4.0 Ox 0 VIFx 40.4 120.0 st3 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 281 389 0.189 713 10.0 0 x 0 VinlFlx st2 Peak AVF 302 228 0.165 553 10.0 0 x 0 VinlFlx st3 Peak AVF 241 187 1 0.174 545 9.0 0 x 0 VinlFlx Bold/!tale values have been manually overridden 2017-Jun-17 09:27:38 wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACO, ... Specrrrc\Wyndham Preserve\Lot 83- 1981 TL.rup Calc = W8 Front Door feces: N Return Branch Detail Table Name Grill Size (in) Htg cfm) clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Jun-17 09:27:38 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 Spect is\Wyndham Preserve\Lot 83 - 1981 TL (up Celc = WS Front Door faces: N u Level 1 Job M Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 1 Lot 83 -1981 TL 5401 Energy Air, Ct RightSuite® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone: 407-886-3729 2017-Jun-17 09:28:03 am Preserve\Lot 83 - 1981 TL.rup www.energyair.com GRenner@energyair.com 1-1/2" VTR SH C as z T PLAN 1981 PLUMBING RISER DIAGRAM 1-1/2" VTR VTR AUTO VENT m Wo c o C WYNDHAM PRESERVE - LOT 83o- 0 0 b) N PLOT PLAN WYNDHAM PRESERVE tCOz LOT 83o o r.. Proposed) wo u m c 0 c PCP S 89'43'03" W PCP 390.25' 0 cu m o MAGPIE WAY U 50' RIGHT—OF—WAY c 6 c PRIVATE ROAD) rCONC CURB 0 0 N O U o PROPOSED 5' m CONC SIDEWALK N89'43103 "E 67.50' LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Southwest corner of the Northeast 1/4 of said Section 17, run thence along the South line of the Northeast 1/4 of said Section 17, N.89°52'08"E., a distance of 999.00 feet; thence N.00016'57"E., a distance of 338.90 feet to the POINT OF BEGINNING; thence N.00016'57"W., a distance of 115.00 feet; thence N.89043'03"E., a distance of 67.50 feet; thence S.00°16'57"E., a distance of 115.00 feet; thence S.89°43'03"W., a distance of 67.50 feet to to the POINT OF BEGINNING. Containing 7,762 Square feet, more or less. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 7.762 SQ.FT. LIVING AREA= 1,981 SQ.FT. GARAGE = 402 SQ.FT. PORCH = 78 SQ.FT. DRIVEWAY = 437 SQ.FT. PATIO = 181 SQ.FT. WALKWAY = 44 SQ.FT. A/C PAD = 9 SQ.FT IMPERVIOUS= 40.3 R SOD = 4.630 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.687 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 338 SQ.FT. SOD = 291 SQ.FT. TOTAL AREA AREA 9,449 SQ.FT. DRIVEWAY = 551 SOTT. SIDEWALK = 382 SQ.FT. SOD = 4.821 SQ.FT. LOT 82 15.0' a tO' UTILITY EASEMENT (P) N N Q V PROPOSED 0 CONC WALK a 0 16.0'----- 7.7' 18.0 20.0r> v OM0i PROPOSED A/C1STORYRESIDENCEPAD 1981 OPHELIA ELEVATION - T GARAGE - LEFT FFE= 23.5 LOT 83 AREA = 0' 1 7,762 S.F. t 15.2' 22.0 67.50 22.7 7.7' PATIO 22.7 ao N t0 v S89'43'03V O O V) 3.7' LOT O h TRACT B POINT OF3 STORMWATER) BEGINNING Flo POINT OF a' 00 BUILDING LAYOUT NOTE: COMMENCEMENT SOUTH UNE OF Contractor and owner are to verify all SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1 4 OI 7 OOFSEC17-20-31 Z setbacks, building dimensions, and layout shown hereon prior to any construction, and SECTION 17-20-31 BASIS OF BEARING) immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. to do so will be at user's sole risk. N89*52'081+"EFailureN89'S2'08"E 999.00, DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. FLF — oo gwpmen LEGEND:ADUSSD—Access/Drainage/Utilities/SidewalkLB —Licensed Business 8FP—Backflow Preventer Sight Distance Easement9 Survey PRM —Permanent Ref. Monument R Reported PCP —Permanent Control PointISD —Description FP&L —Florida Power & tight P —Plot FFE —Finish Floor Elevation O.B.—Deed Book Water Meter O.R.—Official Records Book 04—Water Valve P.B. —Plat Book 0'—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev. —Elevation RC04—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver m—Telephone Box SW —Sidewalk El —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 t--Guy Anchor RCP —Reinforced Conc. Pipe ou--Overhead Utilities PVC —Polyvinyl Chloride m —Storm Sewer Manhole NCS—No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF —Square Feet ENHo —Electric Handhole D.U.E. —Drainage/Utility Easement COO —Clean Out FMGD —MAG NAIL & DISK XV04—Irrigation Control Valve P.K. —Parker Kalon Nail Sign SIR —Set 1/2" Iron Rod L87768 WD4—Gate Water Valve SPKD —Set P.K. & Disk LB7768 Gas Meter FIR —Found 1/2" Iron Rod L87768 m —Existing Grade F1P—Found 1/2" Iron Pipe L87768 a —Blow —off Valve FPKD—Found P.K. Nail & Disk LB7768 -r—Drainage Flow Direction FCM —Found 4"x4" Concrete Proposed Design Grade Monument PRM L87778 As—Built/Exiatin9 GradNote. Some items in above legen may not be applicable REVISIONS Description I Date I Dwn. Ck'd I P.C. I Order No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE% City of Sanford Seminole County. Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) J es D. Levi r LS6915FLORIDAPROFESSIONALSURVEYOR & MAPPER NO. .................. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: PROPOSED LOT 83, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: MTP I Checked: JDL I P.C.: Data File:BrissonEast-Pkrt Date: 6/30/17 Dwg: Brb=fA t-Lot83 Order No.: SEC. 17 — TWIN. 20 S. — RNG. 31 E. I Field Bk: NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RECORD COPY PALM ERV 19ELECTRIC Ashton Woods Homes Winter Haven, Lake Wales, Seminole 1981 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS (NEC 2011 - 220.82(CN31- (411 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD l 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 1307 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS (NEC 2011 - 220.82(Bl(Il- (411 LIGHTING 1981 Sg Ft @ 3VA/Sq. Ft 5.94 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA 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) 450 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 SqNFORD IRANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 O ' FPAR1' SUMMERKITCHEN/JENAIR GAS 1.50 I MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGIrR 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 1 7' 3 1 9 1 080AMPPOOLCIRCUIT1920CONNECTED LOAD (GENERAL LOADS) 36.44 KVA I ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER ( GENERAL LOADS) @ 40% 1058 KVA SUB - TOTAL (GENERAL LOADS) )NEC 2011 - 220.82(Bll 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)l 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS RECOMMENDED SERVICE SIZE 150 AMPS I-tttttttttttt _ . 7 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W P0083 - W P0083 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP0083 Model: 1981 Tampa, FL33610-4115 Lot/Block: 83 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name I Date 1 1 T12304782 1 AO 10/19/17 18 1 T12304799 1 CJ5A 10/19/17 12 1 T123047831 A02 1 10/19/17119 I T12304800 I EJ7 1 10/19/17 13 1 T123047841 A03 1 10/19/17120 1 T12304801 1 EJ7B 1 10/19/171 14 1 T12304785 I A04 1 10/19/17121 1 T123048021 H 1 1 10/19/17 I 15 I T12304786 I A05 1 10/19/17122 1 T123048031 HJ7 1 10/19/171 6 IT12304767IA06 1 10/19/17 123 1 T12304804 1 V3 10/19/17 7 1 T12304788 1 A07 10/19/17 24 1 T12304805 1 V5 10/19/17 18 I T12304789 I A08 1 10/19/17 I 19 I T1230479O I A09 1 10/19/171 110 I T1230479I I A010 1 10/19/17 111 I T123047921 A011 1 10/19/17 I 112 I T123047931 AO12 1 10/19/17 I 113 I T123047941 AO13 1 10/19/17 I 114 I T123047951 CJ 1 1 10/19/17 15 1 T12304796 1 CJ3 10/19/17 116 1 T123047971 CJ3A _ 10/19/17 117 1 T123047981 CJ5 1 10/19/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. OSANFORD 17-3191 1 A111,, E N ' 44e'41.' F • 0 39380 X= O: ATE OF •: J# N A1.E C? . 111111' 1 Thomas A Mani PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Doe: October 19,2017 Albani, Thomas 1 of 1 Job Truss fuss type ty T12304782 WPOO83 AOt HrpGirdar 71 t IWPOO83JobReference (optional) owwes rns,.wuwn. ,mryn, raw von, r,v,wv auvvv ....... ....y ... ......... .... ........_. ..._ ...' _" " ._..._ 10:4xr2SyO5prlperC0HML1Og1we8 i-iW6W: NUHpIrYOnUkEIBOUr4nS,Arr8X7r4PsOSyRv0N 1-0-0 3.2.14 7-0-0 1 12.1.5 t7.2.11 22.4.0 27,5.5 32-6.11 37.8-0 40.10.2 44.8-0 45.8-0 0 3-9.14 3.2.2 5.1.5 5 1-5 5-1.5 5.1.5 5-1.5 5.1.5 3.2.2 3 9.14 1-0-0 Scale = 1:81.6 56 = 5.00 12 5X8 2x4 11 5x8 = 3x8 MT20HS = 4 33 34 5 35 36 6 37 7 8 38 36 = 3x6 = 2x4 II Sx8 = 39 9 40 10 11 41 42 43 12 ems. 26 25 44 45 24 46 47 23 22 48 21 49 50 51 52 20 19 53 54 t8 55 56 17 16 3x6 = 2x4 II 3x4 = 5x8 = 3x6 = 1.5x8 STP= 5x6 = 5x8 = 30 = 2x4 II 3x6 = 2x4 II 6x8 = 30 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.85 BC 0.74 WB 0.81 Matrix-M) OEFL. Vert(LL) Vert(rL) Horz(TL) in (roc) I/dell Ud 0.15 17-18 >999 240 0.27 17-18 >999 180 0.06 14 n/a n/a PLATES MT20 MT20HS Weight: 228 lb GRIP 244/190 187/143 Fr = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puffins. 4-7,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at nlidpt 6.21 WEBS 2x4 SP No.3 *Except' 8.20: 2x4 SP No.2 REACTIONS. (lb/size) 2=1053/0-8-0, 21=3967/0-8.0, 14=1180/0-8-0 Max Horz 2=-78(LC 28) Max Uplift2=-542(LC 8), 21=-1877(LC 4), 14=-608(LC 9) Max Grav2=1061(LC 19), 21=3967(LC 1), 14=1187(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2025/1020, 3.4_ 1873/977, 4-33=-1389/790, 33-34=-1389/790, 5.34=•1389/790, 5-35=-1389/790, 35-36=-1389l790, 6-36=-1389/790, 6-37=-1203/2662, 7-37=-1203/2662, 7-8=-1203/2662, 8-36=-486/383, 38-39= 486/383, 9.39=-486/383, 9-40=-1883/1051, 10-40=-1883/1051, 10.41=•1883/1051, 11-41=-1883/1051, 11-42=-1883/1051, 42-43=-1883/1051, 12-43= 1883/1051, 12.13_ 2184/1139, 13-14=-2306/1168 BOT CHORD 2.26=-939/1826, 25-26=-939/1826, 25.44=-844/1737, 44-45=-844/1737, 24.45=-844/1737, 24-46=-284/287, 46-47=-284/287, 23-47=-284/287, 22.23=-284/287, 22-48— 284/287, 48-49=-284/287,21.49=-284/287,21-50=-2138/1027,50-51=-2138/1027, 51-52=-2138/1027, 20-52=-2138/1027, 19.20_ 205/486, 19-53=-205/486, 53.54=-205/486, 18.54_ 205/486, 18-55=-915/2025, 55-56_ 915/2025, 17-56=-915/2025. 16.17= 996/2082, 14-16=-996/2082 WEBS 4-25=-121/552, 4-24=-419/200, 5-24=-529/460, 6-24=-888/1897, 6.22=0/308, 6-21=-2865/1409, 8.21=-2166/1235, 8-20=-1382/2989, 9-20=-1288/807, 9.18=-772/1630, 11-18=-532/461, 12-17— 116/553 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=5.Opst: h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone: cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=lb) 2=542. 21=1877, 14=608. 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Continued on Daoe 2 WARNING • Verity dedyn parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7472 rev. IdD MIS BEFORE USE. Design will for use only with Mllek® conneclom this design Is Lased only upon Parameters shown. and Is for an IrxlNkkal trAding component. not a truss syslern. Before use. the building designer must verify llo applicablity of design paranelets and properly hcorpofote this design Into the overall txAcling design. Brocing Indicated Is to tucafrlg at intdividual truss web and/or chord members only. Additional lemporary and permanent txcr.UQ MOWpoveni 6 always tept*ed for stabUUy and to prevent collapse with pow"e pessoncA frtlray cxtd property ckrnoge. For general gukkince regaiding Ih e 6904 Parke East Blvd. fabncalbn storage, delNery, erection and tracing of tames and truss sysbeins seeAN51/IPI I Quality Criteria, DSa-89 and SCSI Building Component Tampa. FL 33610SafetyIMormallonavailablefromtrussRoleInstitute. 218 N. Lee Street, Suite 312. Alexandda, VA 22314. oJob runs ype ty Tt23047827.f HtP Gyder t 1 IWPOO83JobReference (optional) UU11dars Fa6t50Y9Ce. I aftpa. Plant (:ay, rtanda 33566 r.o+v a hug m zu r r mu eR mvuanros, mc, n vc a van. , , rye ID:4xi2SyO5pnperCOHML 1 Og 1 zP8364kGNdeNUHpirYOnUkEt80Ur4nSArrSX7r4PsDSy; vON NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 214 lb up at 7-0-0, 87 lb down and 122 lb up at 9-0-12, 87 lb down and 122 lb up at 11.0-12, 87 lb down and 122 lb up at 13-0-12, 87 lb down and 122 lb up at 15-0-12, 87 lb down and 122 lb up at 17-0-12, 87 lb down and 122 lb up at 19-0-12, 87 lb down and 122 lb up at 21-0.12, 87 lb down and 110 lb up at 22-4-0. 87 lb down and 122 lb up at 23.7-4. 87 lb down and 122 lb up at 25-7-4, 87 lb down and 122 lb up at 27.7.4, 87 lb down and 122 lb up at 29-7.4, 87 lb down and 122 lb up at 31-7-4, 87 lb down and 122 lb up at 33-7-4, and 87 lb down and 122 lb up at 35-7-4. and 173 lb down and 214 lb up at 37-8.0 on top chord, and 309 lb down and 142 lb up at 7-0.0, 65 lb down at 9.0.12, 65 lb down at 11-0-12, 65 lb down at 13-0.12, 65 lb down at 15.0.12, 65 lb down at 17-0.12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 22.4-0. 65 lb down at 23-7.4. 65 lb down at 25-7-4, 65 lb down at 27-7-4, 65 lb down at 29-7-4, 65 lb down at 31-7-4, 65 lb down at 33-7.4, and 65 lb down at 35-7.4, and 309 lb down and 142 lb up at 37-7-4 on bottom chord. The desigrVselection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-12— 54, 12-15— 54, 27-30=-20 Concentrated Loads (lb) Vert: 4=-126(8) 7=-87(B) 12=-126(8) 25=-309(8) 6=-87(8) 22=-41(B) 8=-87(8) 20=41(B) 9=-87(8) 17=-309(B) 33=-87(B) 34=-87(B) 35=-87(8) 36-87(8) 37-87(B) 38=-87(B) 39=-87(8) 40=-87(8) 41=-87(B) 42=-87(8) 43= 87(B) 44=41(B) 45=-41(B) 46=-41(8) 47=-41(B) 48=-41(B) 49=41(B) 50=-41(B) 51=-41(B) 52=-41(B) 53=-41(B) 54= 41(8) 55=-41(B) 56-41(B) Q WARNING - Verlty design parameters and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE M&7473 rev. I0N3,20IS BEFORE USF- Deslgn valld lot use orUy with MI lek®conneclas. R* deslgn Is based only upon 1xianotets shown. and Is for at kX11VICkual txdding COnlpenenl, not wtatrucesyslem. Belote use. the 1xAding deslgnet roust vellty the oWicatAlly of design Marnetets and properly Incorlwtalo this doslgn Into the ovorall txdcgng design Stocktg Indicated Is to provent b ucaing of Individual Inns web and/a chord mombets only. Additional lornmory and ponrttatenl txacing M!Tek' E always required for sk"lly arW to ptevenl collapse with possible personal kMay and properly darnage Fot tlenetal dukkrtce regadtrQ 9to 6904 Parke East Blvdfabdcallon, storage. dellvery, erection and btacing of trusses and lass systems soeANSI/IPI I Quality Cdteda, OSS-89 and SCSI Building Component Tarnpe. FL 33610SafetyInformationovaliclbto9omtrussHaleIns1IMe. 218 N. too Street. Suile 312. Alexa daft VA 22314. Jobn,ss IS ype ty WP0083 T12301783 WP0063 A02 Hip 1 f Job Reference o tional ) Budded FustSource, Tampa. Plant City, Florida 33566 7.640 s Aug 16 2017 MTek Industries, Inc. Thu Oct 19 09:47:24 2017 Pape 1 ID:4xiZSyQSpnperCOHML 1 Og 1 zP836-6udethSFtf V?GLEd4Upbdl5EztKGFwO?D4sAO5yRvOH 1-0 4.8.14 9-0-0 1541-14 22.4-0 28.11.2 35.8-0 39.10.2 41.8-0 -8 0 4-9 14 4.2.2 6.8.14 6.7.2 6-7.2 6-0-14 4-2.2 4.9 14 Scale = 1:81.6 8x8 = 5z8 = 2x4 II 5x8 = 5x8 = S.tx) 12 6x8 = 4 5 6 7 6 9 i 19 1s 17 16 15 14 13 1 Sx8 STP= 5x8 — 4x10 MT20HS = 5x8 — 2x4 I) 5x8 1 Sx8 STP= 4x6 = 2x4 II 4x10 MT20HS = 46 = 9-0-0 15$-14 22.4-0 28.11.2 35.8-0 44-0-0 9-0-0 6.8-11 .7.? 6-7-2 6.8-14 9-04 Plate Offsets (KY)-- 14:0.4-0,0-2-21,f9:0.4-0,0.2-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.46 16 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) 0.82 16 653 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(fL) 018 11 rVa n/a BCOL 10.0 Code FBC2014rrPI2007 Matrix-M) Weight: 278 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-7,7-9: 2x6 SP M 26 SOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7.0.13 oc bracing. WEBS 1 Row atnlldpt 5.19,8.13 REACTIONS. (lb/size) 2=1707/0-8-0. 11=170710-8-0 Max Horz 2= 96(LC 14) Max Uplift2=-71 1 (LC 6). 11 _ 711(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2. 3=•3846/1649, 3-4=-3564/1532, 4-5=-3295/1459, 5.6=-5117/2355, 6-7=-5117/2355, 7.8=-5117/ 2355, 8-9=-3295/1459, 9-10=-3564/1531, 10-11=-3846/1649 BOT CHORD 2- 19=-1475/3532, 18-19=-2019/4673, 17.18_ 2019/4673, 16-17=-2019/4673, 15-16=-2008/ 4673, 14.15_ 2008/4673, 13-14=-2008/4673, 11.13o-1446/3532 WEBS 3.19=- 307/300, 4-19=-393/1099, 5-19=-1659/817, 5.16=-364/576, 6-16=-342/286, 8-16— 365/ 576, 8-13=-1659/817, 9-13= 393/1099, 10-13=-307/300 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Intenor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 711 lb uplift at Joint 2 and 711 lb uplift at joint 11. 8) ' Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNINO . Vanity design paremofors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE MD7473 rev. I&OMOIS BEFORE USE. Design valkl for tuse only vAth Mllek® connoctors. Inls design Is based only upon parameters stlown. and Is for an Indlvidtual txdding component. rtol a truss system. Before use, the tritdtrlg designer must verify the ap plicabdity of design patometers and properly Incorporate IhIs design Into the overall building design. Bracing Indicated Is to prevent bucklhlg of individual tnrss web aril/or chord members only. Additional temporary and permanent bating MOW Is always twf lted tot sksWtly and to prevent callMse with possible petsorxi lr*Ay and ptopcMy drtnage. For general guidance yoga ding the fabrication. storage, delivery, erection and bracing of Inmes and truss systems seeANSI/TPI I Quality Criteria, DS8•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable ham bras Plato Institute, 218 N. Lee Street. State 312. Alexandria, VA 22314 Tarpa, FL 33610 o rues ruse Type ty T12304794 WP0083 A03 Hip IWPOO1131 Job Reference (optional Builders FuslSouroe, Tompa, Plant Cdy; Florida 33566 7.640 s Aug 16 2017 Mrlex inauslnes, inc. Thu Oct w W,4 rza 2017 roge t ID:4xiZSyOSpnperCOHMLIOgIzP836•a4B05ISiezestVpgeCKgAydHVHgT JVOSfclyYyRvOG 0- 5.9-ts 1100 18.7.4 2 33.8-0 3&10.2 44.8-0 458 0 5.8.14 5.2.2 7.7.4 7-5.826-0.17. 7.4 5 2-2 5.9.14 5X8 = 20 11 3x6 = US = SA = 246 7 8 Seale = 1:81.6 19 , 8 17 16 15 14 13 12 1. 5x8 STP= 20 11 4x6 = SX8 _ Sx8 = 20 II US = 5x8 = 2x4 II 1. 5x8 STP— 4x6 = 4x6 = S- 9-14 1 1100 1 18-7.4 I 26- 0.12 1 33. 8-0 I 38. 10.2 I 44.8-0 5- 9.14 Plate offsets (Y Y)-- 5. 2-2 7.7.4 1.5.0 - 7.7.4 - 5.2-2 5-e-14 14: 0-5-12 0-2-8t 18:0-3-0 0-2-41 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.41 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ven(TL) -0.77 15.16 >697 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0:15 10 IVA rt/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 261 lb FT = 0-. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4- 6: 20 SP M 31, 6.8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-10-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 7-16, 7-13 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1707/0.8-0, 10=1707/0-8-0 Max Harz 2=- 1 18(LC 15) Max Uplift2=-704(LC 10), 10=-704(LC 11) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3847/1524, 3-4=-3354/1418, 4.5=-4000/1807, 5-24=-4000/1807, 6-24=-4000/1807, 6- 7=-4000/1807, 7.8=-3067/1349, 8-9=-3345/1413, 9.10=•3861/1524 BOT CHORD 2-19= 1426/3521, 18-19=-1426/3521. 17-18=-1168/3056, 16-17=-1168/3056, 15- 16=-1631/4013, 14-15=-1631/4013, 13-14_ 1631/4013, 12-13=-1315/3523, 10- 12=-1315/3523 WEBS 3- 1 8=-524/343, 4.18=-89/443, 4-16=-557/1212, 5-16=-431/365, 7-16= 244/253, 7- 15=0/305, 7.13= 1217/564. 8-13=-306/947, 9.13=-535/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=5.Opsf; h=15fl; Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 2 and 704 lb uplift at joint 10. 7) ' Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING • Verily dedgn parrmetan and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 11110-7473 rov. 10003/101S BEFORE USE Design valid for use orgy vAlh 141ekO connectors. n* design Is lbsed only upon parameters shown. and Is for an individual building component, not a truss system. Befote too, the Ixlldlng designer must verity the o"Alcablity, of design parameterss and IAotrrly k1C0gw40t0 this design Into the overall building design. Bracing Indicated is to bucldhg of Inalvldual truss web arld/a chord members only. Adaillon l temporary and permanent bracing MOW proven) 6 always roc"ed foe stability and to proven) eollaim with possible personal "clad property damage. For general guidance regczdlng the 6904 Parks East Blvd fabticalkmstorage, dellvery, erection and tracing of Ini ses and tnh3 systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tanya, FL 33610 SatetyInformationavalc"e, horn Inas Plate institute. 218 N. Lee Street, Suite 312 Alexandria. VA 22314. Job Truss Truss Type Oty Ply IWPOO83 T12304785 W P0083 A04 Hip 2 1 Job Reference (optional) Builders FeetSousce, Tampa. Plant Cdy. Fonda 33566 7.640 s Aug 16 2017 MTak Industries, InC. tau Oct 19 09 47:26 2017 rage 1 10Axi2Sy05pnperC0HML 1 Og 1 zP836.3HIOINTVPGmiVe00Cvs3jAASwhsLirTlgJLHV_yRvOF 1.0.0 8.9-14 13.0-0 19-3.4 25.4.12 31.8.0 37.10.2 44.8.0 411•8.0 0 6.9.14 6.2.2 6.3.4 6 1 8 6.3.4 6.2.2 6-9.14 5x8 = 2x4 It 3x8 = 3x6 = Sx6 5.00 12 4 5 26 6 7 a 19 18 tr 16 15 11 13 12 2x4 11 3x4 = 3x8 MT20HS = 3x8 = 2x4 11 3x8 MT20HS = 3x8 = 3x8 = Scale = 1:81 6 11 14 O 2x4 II 3x8 r 6.9.14 { 1300 I 1934 I 44.12 3180 1 37.10-2 448.0 6•&14 Plate Offsets (XY)-- 6.2.2 f2:0-4-2 0-1.81.f4:0-5-12.0-2-81.f8:0-3-0,0-2.41.t10:0-4-2.0-1-81 6.3.4 6•i-8 6.3.4 6.2.2 6.9.14 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.43 15-16 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.96 Ven(TL) 0.86 15-16 625 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.27 10 rVa n/a BCOL 10.0 Code FBC2014/1-P12007 Matrix-M) Weight: 233 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1707/0.8.0, 10=1707/0-8-0 Max Horz2=137(LC 14) Max Up11112=-704(LC 10), 10=-704(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row atmOpt 6-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=•3543/1375, 3-4=-3025/1241, 4-5=-3271/1446, 5.26=-3271/1446, 6-26=-3271/1446, 6-7=-2751/1191, 7.8=-2751/1191, 8-9=-3025/1241, 9.10=-3542/1378 BOT CHORD 2-19=-1294/3206, 18-19=-1294/3206, 17.18=•978/2739, 16-17=-978/2739, 15.16=-1233/3271, 14-15- 1233/3271, 13.14=-1233/3271, 12-13=-1159/3205. 10- 1 2=- 1159/3205 WEBS 3-18=-531/360, 4.18=-93/417, 4.16=-367/828, 5.16- 355/297, 6-13=-817/364, 8.13=-255/823, 9-13=-531/362 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 beating plate capable of withslanding 704 lb uplift at joint 2 and 704 lb uplift at joint 10. 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING - Vsdry design peramefon and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma7473 rov. #&WWI$ BEFORE USE. Design valid let use, only with Mllek®conreclas. Ihls design is based only upon parameters shovm. and Is for an Individual bolding component, not a truss syslern Before use. the building doslgnet must verity the applicability of design pxtraneters and properly Incapotale this doslgn Into the overall txldng design. Bracing indicated is to buckling of kldWual truss web and/or chord mernbeis only. Additional temporary and permanenl biacing MOWlxovent Is dwarys tegUrad for stability and to rxevenl collapse with possible rxtisonui trnKay and rxop erly damage. For genera guidance rogcxdng the 6904 Parke East Blvd. fabIlcation• storage, dellvery. election and bracing of fnrsses and lit= syslems. soeAN51/TPI I Quality Criteria, DSS-89 and SCSI Building Component Tanga. FL 33610SafelyinformationavdlablefromtrussPlateInstitute. 218 N. Lee Street. Stlte 312. Alexandria. VA 22314. Job fU58Truss Type T1230e786 WP00e3 AOS Hip 2 t IWPOO83JobReference (optional) o—uafs r.si u ca, aapa, rwm asy, monde 33566 70 ls•o-0 22.4-0 Lows hug 'a"'raaYSl..0" im. t au Our i 9 ae.47 27 20 i I rage i IDAxiZSyO5pnperCOHML 1 Og 1 zPS36-XTJmWjU89auZ7ozCmdNIFNjcm4B7SDbSvz5q 1 OyRvOE 29.8-0 36.10.2 44.8-0 -8.0407-914 7.2.2 7.40 7.40 7.2.2 7.9.14 -0-0 Scale = 1:83.2 5.00 12 5x8 = 2x4 If Sx8 = 5 6 7 3A i US 3x4 44 8 3x4 3 9 1.SxB STP = 1.Sx8 STP = i 2 10 11 17 FBI d 19 18 17 16 26 15 27 14 13 12 2x4 It US MT20HS = 30 = 3x8 = 3x4 = 3x8 MT20HS = 2x4 11 3x8 = 3x8 = 3x8 MT20HS = Plate Offsets (X,Y)-- f2:0.4-2,0.1-81,f5:0-5-12.0-2-81.f7:0.5-12.0-2-81,110:0-4-2,0-1-811 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.36 15 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ven(rL) 0.75 14-15 718 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(rL) 0.26 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 226 lb FT = 04t, LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-5,7-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1707/0-8-0, 10=1707/0.8-0 Max Horz2=157(LC 10) Max Upld12=-702(LC 10), 10=-702(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/1343, 3-4=-2861/1099, 4.5=-2782/1121, 5.6=•2910/1247, 64 7-8=-2782/1121, 8-9=-2861/1100, 9-10=-3506/1345 BOT CHORD 2-19=-1272/3166, 18-19=-1272/3166, 17-18=-1272/3166, 16-17=-880/2 16-26=-880/2576, 15.26=-880/2576, 15-27=-821/2576, 14-27=-821/257i 13-14=-1117/3166, 12-13_ 1117/3166, 10.12=-1117/3166 WEBS 3-19=0/275, 3-17=-665/433, 5-17— 109/492. 5-15=-309/601, 6.15=-448/ 7.15=-309/601, 7.14=-109/492, 9-14=-665/435, 9-12=0/275 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 10/1247. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL i5.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18, MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=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 five loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 2 and 702 lb uplift at joint 10. 8) -Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING- Verily dedign panmeten and READ NOTES ON THIS AND INCLUDED NfrEK REFERANCE PAGE N/11-7473 rev. I&OVA15 BEFORE USE Design vaikd for use only with MllekO connectors. llNs design Is based only upon palamelors silumn. and Is for an kndlvkhral IxAdirg component, not a truss syslem. Before use. the building designer must verify the ar4ftabli fy of design paometeis rind properly kncoq)Otote this design Into the overall building design. @acing Indicated Is to rxevonl bucaing of Individual teas web dnd/ot chord members only. Addlllonai lempotary and permanent bioclrg M iTek' Is always required for stability rind to pevent coik;ne wllh pow"o personwl tryray and property danage. for general gJdknce rega i g the fabricalkm, storage, delivery. erection and bracing of Irtmes and Inns systems seeANSi/IPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalic"o from truss Plate Institute. 218 N. Lee Street. Suile 312, Alexadit VA 22314. Tempe, FL 33610 0 ruse ruse ype ty T12304787 W P0083 A06 Hip 1 IWPOO83JabReference (optional) Builder$ FkstSource. Tampa. Plant City. Florida 33566 r a4u s Aug no zuu r Miles mausirws, inc. Thu 0o re 0.47.26 Ni. Faye i 10:4xi2SyO5pnperCOHML 1 Og 1 zP836-?It9j3VmwuOOkyYPJKuXobFtYUW iBlbb8dgN2tyRvOD 8 t 3 11.6.10 17.0: 22.4.0 276-0 23.16 386.13 446-0 -8-0 6-t-3 5.7 5 56 5 4-0 5.410 5 56 5 56 6.1.3 -0-0 5.00 Fl2 Sx6 = 3x8 = 5x6 = zu 1e 18 zr 17 CO 16 " ,. 30 = 3x8 = 3K8 MT20HS = 3x8 = 2x4 II 3K8 = 3x4 = 3x8 MT20HS = 3x8 = Scale - 1:83.2 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.33 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(rL) -0.77 14-16 >697 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.64 Horz(TL) 0.25 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 244 lb FT = 0%. LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mtdpt 7.18. 7-16 REACTIONS. (lb/slze) 2=1707/0.8.0, 12=1707/0-8-0 Max Horz 2=-176(LC 11) Max Uplift2=-698(LC 10), 12=-698(LC 11) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3557/1416, 3.4=-3334/1296, 4.5_ 3282/1308, 5.6=-2658/1047, 6-7=-2409/1017, 7-8=-2409/1017, 8-9=-2658/1047, 9- 1 0=-3282/1309, 10-11=-3334/1297, 11-12— 3557/1418 BOT CHORD 2-20=-1378/3223, 19-20=-1104/2848, 18.19= 1104/2848, 18.27=-784/2548, 17-27=-784/2548, 17-28=-784/2548, 16-28=-784/2548, 15-16=-929/2848, 14.15_ 929/2848. 12-14=-1204/3223 WEBS 3.20=-265/290, 5-20=-115/422, 5-18=-605/423, 6-18=-241/741, 7-18=-403/240, 7-16= 403/239, 8-16=-240l741, 9.16=-605/423, 9-14— 116/422, 11-14=-265/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUl1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15it; Cat. 11; Exp C; Encl., GCp1=0.Ilk, MW FRS (envelope) automatic zone and C-C Interlof(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 lb uplift at joint 2 and 698 lb uplift at Joint 12. 8) 'Semi -rigid pltchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. A WARNING. Vorlfy design peremerers and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO.7472 rev. I44113201S BEFORE USE. Design veild lot use only wllh Mllek® con noclors. Iris design Is based only upon paometers shown. and Is for an IndUtAtal lauding component. rot a truss system. Before tome. the txBdng designer must verity the g4AICab Illy of design loaamelors and properly froapa010 this design Into the overall btBdhg design. 9ochg Incilcoled Is to provenl buckling or Individual Inns web and/or chord members only. Additional lempaary and permaront bracing MiTek' is always 1W4tAf0d 101 stah9lly and to fxOvenl collarxe wllh possible personal Yt)try and popeny dunage. for genetd guldame regarding the fatxlcalkM, storage. delivery, erection and bracing of Irtsses and Inns systems, soeANSI/TPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety information avdioble from Truss Plato institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. TarrVa. FL 33610 Job Truss fuss ype City Tt2304788 W P0083 A07 Hip 2 JWP00831 Job Reference(optional) Builders FirsiSource. Tampa, Plant Cey. Florida 33S66 7 6406 Aug 162017 MTek Induslnes. Inc Thu W 19 09:47:29 20t 7 Page 1 ID:4xiZSyO5pnperCOHML 1 Og 1 zPB36-TrOXwOVOhB8HM67bt2PmKooyGutMwCSIMHaxSJyRvOC 1- 6.9.3 12.10.10 190-0 258-0 31.96 37.10.13 448-0 8-0 O 6.9 3 6-1.8 6.1.8 6.8-0 (.1.6 6-I 6.9.3 -0-0 5x8 = 5.00 12 27 Sx6 = 20 19 1a 17 Ga 16 " 14 13 3x8 = 2x4 11 3x4 = 3xS MT20HS= 3x4 = 3xB = 3x8 MT20HS= 30 = 20 It 3x8 = Scale = 1:83.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSL TC 0.83 BC 0.94 WB 0.43 Matrix-M) DEFL. in (loc) Well Ud Vert(LL) 0.32 17 >999 240 Vert(TL) -0.70 16-17 >767 180 Horz(TL) 0.26 11 n/a rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 244 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at nlldpt 5-17. 6.16, B-16 REACTIONS. (lb/size) 2=1707/0.8-0, 11=1707/0-8-0 Max Horz2=196(LC 14) Max Uplift2=-695(LC 10). 11=-695(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3542J1345, 3.4_ 3057/1159, 4.5=-2998/1176, 5.6=-2476/963, 6-27=-2233/945, 7-27=-2233/945, 7-8=-2477/964, 8-9=-2998/1178, 9- 1 0=-3056/1160, 10.11=-3543/1349 BOT CHORD 2-20- 1323/3204,19-20=-1323/3204,18-19=-1033/2767,17-18=-1033/2767, 17-28_ 693/2232, 16-28=-693/2232, 15-16=-839/2767, 14.15=-839/2767, 13.14=-1131/3205, 11-13=-1131/3205 WEBS 3-19=-498/320, 5-19=-77/405, 5-17=-722J455, 6.17= 233/609, 7.16=-181/596, 8-16=-721/456, 8-14=-78/405, 10-14=-499/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interfor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 11. 8)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MIF747J rev. IgWMIS BEFORE USE. Design valid for use only with MlleW conneclots. This design S based only upon rxwerneten shown. and Is rot m lndly tat building component. not a buss system. Before use. the lwlldirlpd designer must verily the applloabllly of design rorametets cnd property incortoruto this design into fate Over, txAding design. Bracing Indicated Is to pxevonl uttering of individual Cuss web and/or chord members only. Addillor" lemrorary and permanent Mating MiTek' Is always required lot sk*Ahy and to rxevenl collapse with posstllle personal 6htrsy and rxopeny dranage. For genuful guidance regarding One storage, dollvery. erection and Ixacing or fusses and truss systems, seeANSI/tPI I Quality Criteria. DSB•89 and BCSI Building Component 6904 Parke East Blvd Salary InlomuaBon ctvoilatxo born Iru ss Plate trulltule. 218 H. too Street. Suite 312. Alexarxdda. VA 22314. Tempo, FL 33610 o cuss ruse type y WP0083 T12304789 W P0083 Aol, Hip 2 t Job Reference (optional) Suddars FastSource. Tampa. Plant City. Flonda 33566 7640a Aug 162017 m„ ak a CIUMM.. UIC. „u Iw 10:4xiZSyOSpnperCOHML10g1zP836-x2 ySkWOSVG8_GhnRlw?tOKBCIOsfcWubxJUeyRvOB 1-0- 7.5-3 14.2-10 21-0-0 23.8-0 30-6.6 37.2.13 44 6-0 8 0 7.5.3 6.9.6 6-9.6 2.8-0 &9 6 8.9 6 500FIT 5x8 = Sx6 = 6 27 7 Scale = 1:83.2 20 19 u`u 17 16 " 14 13 _ 3x8 3x8 = 2x4 11 3x8 MT20HS = 30 = 3x8 = 3x4 = 2x4 11 30 = 3x8 MT20HS = ofd LOADING (psi) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.63 BC 0.92 W B 0.61 Matrix-M) DEFL. in (loc) I/dell Ud Vert(LL) 0.33 17-19 >999 240 Vert(TL) -0.73 17-19 >737 180 HOrz(TL) 0.26 11 n/a rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 253lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.6-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 5-17, 6.16, 8-16 REACTIONS. (lb/size) 2=1707/0-8-0, 11=1707/0.8.0 Max Horz 2=215(LC 14) Max Uplifl2=-692(LC 10). 11=-692(LC 11) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3513/1318, 3-4=-2951/1106, 4.5=-2824/1120, 5.6=-2292/887, 6-27=-2053/874, 7.27=-2053/874, 7-8=-2294/888, 8-9=-2823/1121, 9-10=-2950/1107, 10.11=-3514/1321 BOT CHORD 2-20=-1310/3172, 19-20=-1310/3172, 18.19=-978/2664, 18-28=-978/2664, 17-28=-978/2664, 16.17=-596/2050, 16-29=-763/2663, 15-29=-763/2663, 14-15=-763/2663,13-14=-1098/3173,11-13=-1098/3173 WEBS 3-19=-576/365, 5-19=-85/466, 5-17=-824/510, 6.17=-284/617, 7.16=442/620, 8-16= 821/510, 8.14=-85/464, 10.14=-577/368, 10-13=0/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2 and 692 lb uplift at joint 11. 8)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verily design peremsten and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. 14MMIS BEFORE USE Design vdld tot use only with Milek® connectors lPos dcKlgn is basod only upon parameters shown. and Is lot an Indlvickral IxAdklg component, not a Russ syslorn. Bofore use. Iho 1xAcgrvj cioslgnet must vedN the cpx<tlicabllty of design patranetets aril ptolxarly Incorporate Ihts design IMo thle overall Additional temporary and rxxtna nont tracing M!Tek' lxmdng dosign. Bracing Indicated is to rxevent lxtclding of Individual Itum wet) and/a chord members only. Is always required tar stability aril to rxevenl collapse with possIrAe petsorxi tr4sy and popeny dranage. For goneral Guidance regrading RW fatxlcallom storage, delivery. etecllon atKt txlclrng of frtmes and hugs systems soeANSI/TPI I Quality Cdtedo, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety IMormatlon avdiable from fnm Rate MIKAo. 218 N. Leo Sheet. Suite 312. Alexandda. VA 22314. Tampa. FL 33610 Job Trues rues ype ry Ply T12304790 W P0063 A09 Comrrron 7 1I Job Reference (optional) — Budder* FOS15oaroe, Tampa, Ptant Gdy, 1-Iorm 33556 r.We s Aug ra zul t mu ax rnausrrres, me r nu vm iv uv:9 r:3r Zur r roger ID:4xiZSyOSpnperCOHML1OglzP836-PEYHL4Xe0pO?bOG ?SREODtKkiZEOlT1gb32AByRvOA 1-0 7-t0.9 IS-1-4 22.4.0 29.6.12 36.9.7 44-8-0 0 7.10.9 7.2-12 7.2.12 7-2-t2 7.2.12 7.10.9 -0 5.00 FI2 eo 5x6 = axe = 20 11 3x8 MT20HS = 30 = 3x8 = 3x8 MT20HS = 3x4 = 3x8MT20HS= 20 II 7.10.9 15-1-4 _ 22.4-0 29612 36-9-7 4441-0 1 7-to-9 7.2-12 7.2.12 7.2.12 7.2-12 7.10.9 Scale = 1:80.1 3x8 = Plate Offsets (xY)-- 2:0-4-2 0-1-8t (10:0-4-2.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) 0.33 17 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Ven(rL) 0.72 15-17 744 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.26 10 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 233lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP NO.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5.1.15 oc bracing. WEBS 1Row atmidpt 7-15,5-15 REACTIONS. ( Ib/size) 2=1707/0.8.0, 10=1707/0-8-0 Max Horz 2=-228(LC 11) Max Uplifl2=-689(LC 10), 10=-689(LC 11) FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3492/1298, 3.4= 2874/1061, 4.5=•2803/1082, 5.6=-2189/861, 6-7=-2189/861, 7- 8=-2803/1083, 8-9=-2874/1062, 9.10=-3492/1300 BOT CHORD 2-19=-1298/3150, 18-19=-1298/3150, 17-18=-1298/3150, 16-17=-940/2587, 16. 26=-940/2587, 16-26=-940/2587, 15.27=-712/2587, 14.27=-712/2587, 13. 14_ 1073/3150, 12-13=-1073/3150, lO-l2=-1073/3150 WEBS 6-15=-419/1267, 7-15=-865/542, 7-14=-95/484, 9-14=-632/397, 9.12=0/275, 5- 15=-865/542, 5-17=-94/484, 3-17=-632/395, 3-19=0/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=5.Opsf, h=15ft, Cat. 11; Exp C; Encl., GCpt=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between (he bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 lb uplift at joint 2 and 689 lb uplift at joint 10. 7) - Semi-rigid pilchbreaks including heels' Member end lixity model was used in the analysis and design of this truss. A WARNING - Vwlyy dedgn perametere and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MF7473 rev. IdOMIS BEFORE USE. Design vdxkl for use only With Ml lek®cormectors. lhls desggn is Lased only upon paattotets shown, and Is for an Individual building component• not a Trusssysl(xn. Bo(ore uso. fro txdldfrog designer must vedly Itw cq)lAlcat)Qlty of design paranolets and txopeily incogoralo Stls cloOgn Ingo Ito ovatail Ixldklg design. Bracing Indicated is to budding of Individual muss web and/or chord members only. Add9lkxtal ternpottxy o W lormanenl txming M iTek' ixovent Isalways I"Arad for stability and to provent cotldpw vAlh posWe pwsawl tWe1' and rxopody damage. for gerwral guidance Iegad irlg de 6904 Parka East Blvd. fabrication storage, deltmy. erection and Wocing of Innses and fntss systems, seeANSI/rPt I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Informationavtlic"o from fruss Rate Insllkde. 218 N Leo Street. Sulte 312. Alexandria. VA 22314. Job Truss Type ty' T12304791 WPo083 17 Root Special t 1 IWPOO83JobReference Gonal Budderi FifsiSouree. Tampa, Plant Cdy. Florida 33566 r 54U a AU9 I e ZU1 r IwI ex InaUSirlea, Inc I aU OcI iv W —Ji LV i 1 aye 1 IDAxi2SyO5prperC0HMLIOg1zPW6-mwglq 0627ti9aMglxEOwh4HISdoaa?G319PIuyRvOM l-06.7•f4 12.8-0 t4.4 20.9.15 27.2-1 33$-0 38.10.2 4a•8-0 4 -8 0 6.7.74 frIN 1 8-0 6-5 15 8 4-3 8 5-t5 5 2.2 5-9 14 SX8 II 500 12 6xe = 2x4 11 5x8 = 5xB = 64 = Scale = 1,84.8 0 12 Ig 20 19 1t1 17 16 10 14 13 i. 5x8 STP= 4x6 = Sx8 = US = 2x4 II Sx8 = 2x4 II t.5x8 STP= 4x6 = LOADING( psf) SPACING- 2.0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 20 SP No.2 'Except' 5- 7,7.9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 8x10 = Sx8 = 4x6 = CSI. DEFL. in (loc) Well L/d PLATES GRIP TO 0.76 Veit(LL) 0.3916-17 >999 240 MT20 244/190 BC 0.31 Vert(TL) -0.7316-17 >735 180 WB 0.86 Horz(TL) 0.15 11 n/a rVa Matrix- M) Weight: 283 lb FT = 0*6 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid telling directly applied or 7-11-5 oc bracing. WEBS i Row atmidpi 8-14 REACTIONS. ( Ib/size) 2=1707/0-8-0, 11=1707/0.8.0 Max Horz2=134(LC 10) Max Uplift2=-585(LC 7), 11=-791(LC 11) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3798/1374, 3-4=-3708/1406, 4.5_ 3894/1672, 5.6=-4154/1875, 6-7=-4151/1872, 7. 8=-4151/1872, 8-9=-3074/1481, 9-10=-3348/1542, 10-11= 3852/1750 BOT CHORD 2-20— 1161/3461, 19-20=-972/2876, 18.19=•1250/3548, 17.18=-1250/3548, 16- 17=-1593/3972, 15-16=-1593/3972, 14-15=-1593/3972, 13-14=-1517/3526, 1 1.13=-1517/3526 WEBS 3-20=-325/332, 4.20_ 383/703, 4.19=-1017/2245, 5-19=-1973/1017, 5-17=-457/849, 6- 17=-433/343, 8-16=0/252, 8-14=-1101/515. 9-14— 359/1001, 10-14=-536/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsf; h=151t; Cat. II; Exp C: Encl.. GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed, end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=585, 11= 791. 7)' Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING • VaAly dedpn parameters end REAO NOTES ON THIS AND INClUOEO MREK REFERANCE PAGE MO.7473 rev. 1002MIS BEFORE USE. Design valid la use only vAlh MflokO connectors. lhls design Is based only upon parameters shown. and Is (of an exlk4dual "ding component. not a truss system. Before use. the Ixtlldhng designer must vedly the OrOlca Aity of design paromele s and properly I ncorlrxato this design Into the overall blldktg design. Bracing Indicated Is to buciaing of fndlvldual inns web and/or chord members only. Additional temporary and permanent brocIng MOW prevonlIs always ieguiied lot stc"Ify and to prevent collapse with possible personal Injury and txoperly damage. For general guidance regarding the 6904 Parke East Blvd. faricalkrl. storage. delivery erection and bracing of tntsses and it= systems seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Suliding Component Tampa. FL 33610 SafetyIMormaSonavdklblefrombiasPlateInstitute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job russ cuss Type T12304702 W P0083 AOt t Root Special 1 1 I Job Reference (optional Budders FirelSource. Tampa, Plain City. Florida 33566 7 64e a Aeg 16 za17 Mrrax tnausitres, tnc. rnu 0ci le e9.47 2e 2V17 Paget ID.4)i2Sy05pnperCOHML 1 Og 1 zPS36-E7072JPIpO?2njwsrflffvwV5GuWJ3XOINuyHKyRvOL t a0 S9•t4 11-ao t4.4.0 , tG4.0 , 22.9-S 29.2-tt 3sbo 39•la2 44.80 +Sloe S9•t4 5-2.2 3.4.0 2•ao 6•ss 6•Ss 8-s5 +-2.2 4A•14 i•ao Sx8 = 500 rl2 Sx6 = 602 = 3x6 = Sx8 = 23 22 21 20 19 16 17 16 15 14 3x6 = 20 II 3x8 = I,5x8 STP= t.SxS STP= 3x6 = 3x6 = 34 = 2x4 11 Scale = 1:84.8 a 12 13-7b LOADING (psi) SPACING- 2-0-0 CST. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 14-29 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.28 14-29 >842 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.71 HOfz(fL) 0.03 12 We rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 238 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. Ib) - Max Horz2=118(LC 10) Max Uplift All uplift 100lb or less at joint(s) except 2=-276(LC 10), 18=-336(LC 7), 17=-636(LC 11). 12=-333(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=606(LC 21), 18=969(LC 1), 17=1246(LC 22), 12=671(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-899/355, 3.4=-396/188, 6-7=-158/545, 7-8=-231/659, 8-9=-231/659, 9-10=-274/233, 10.11=-744/395, 11-12=-1037/585 BOT CHORD 2-23— 348/784, 22-23=-348f784, 21-22=-49/319, 20-2 1 =-2e3/193, 19-20=-283/193, 18-19= 286/192, 17-18=-473/275, 14.15=-186/655, 12.14=•454/923 WEBS 3.22= •522/333, 4-22=-93/336, 4.21= 496/226, 6-21=-I96/636, 6-18=-783/383, 7.17=-451/357, 9-17=-1084/591, 9-15=-88/383, 10.15=-477/217, 10-14=-44/341, 11.14=-304M5 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=O 18; MW FRS (envelope) automatic zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip 0OL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 2, 336 lb uplift at joint 18 636 lb uplift at joint 17 and 333 lb uplift at joint 12. 8) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. A WARNING • Veft design parameters and READ NOTES ON THIS AND INCLUDED AIREK REFERANCE PAGE MO.7473 rev. 1063/101S BEFORE USE. DesIM valid for use only vAlh W lek® connectors. lids design Is based orgy upon patamolers shown, and Is la on I1dlvkial bolding component. riot a Truss syslom. Berate use. Ire Ixdtdxlg designer must verify Ilse app IcatAlly of design potarnoters and poperly Incorporate Mb design Into the overall b ldlnO design. Bracing WKWoted is to rxevent txrckling of In Kldual Russ wob aril/or chord mombns orgy. Admflonal lemporary and permanent Moeing MiTek' b always regr6ed Tor sWABlly and 10 prevent collcgm vAth poss"o persorxd"and progeny darnage. For genoral guidance regardklg the fabricatkxL storage, delivery, erection arid bxactrlo of trusses and truss systems, seeANSI/rP1I Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie horn truss Plate Institute. 216 N. too Sheet. Sulto 312, Aloxcndrta VA 22314. Tarrpa, FL 33610 Job Truss TrussType WP0083 T12304703 W P0083 A012 ry Root Special Girder 1 1 Job Reference(optional) Builders FitsiSource• Tarrpa, Plan COY. Florida 33566 torus nuy.u-........-.+..I.-..., ...........a. 11-<.... a. ID:4xiZSyOSpnperCOHML1Og1zP836-AVVlS?O?L2FH014Fz4n7YK?nu3Z3nyxiI A'1DyRvOJ 9.t2.8.0 fr4.0 . 0. 4-00 I.10. 2.00 I.14.1100-0030.-040.0..22434t0 S 3. 99 800.0 I•t80•-00. 4.9•t4 32 Scale - 1: 84.8 5x8 = 2x4 II 5x8 = 5.0012Sx12 = 4 5 6 3x6 = US = Sx6 = 29 28 27 26 25 23 24 22 21 42 43 20 1944 t8 45 46 17 16 3x6 -_ 2x4 11 3x8 = 1.5x8 STP = 1.Sx8 STP= 3x6 = 2x4 11 3x8 = 2x4 11 3x6 = 3x6 = 20 II 6x8 = 4.9. 14 e•e•0 12•a-0 te•44 16.4- 0 74 21.9-0 n1 29.2•I1 9 1d-0 7/•60 4010.2 u•60 441.14 4.2.2 3•e-0 3e4 2-4-03r4 4.2•tt 3.7.5 4•I00 9.24 3.6.14 too Plate Offsets ( XY)-- 14.0-5-12 0-2-81 16.0-5.12 0-2-81 112•0-3.0 0-241 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.78 Vetl(LL) 0.09 17 999 240 MT20 244/190 TCDL 7. 0 Lumber DOL 1.25 BC 0.59 VerI(TL) 0.18 17-18 999 180 BCLL 0. 0 ' Rep Stress Incr NO W B 0.80 Horz(TL) 0.05 14 n/a rVa BCDL 10. 0 Code FBC2014/TP12007 Matnx-M) Weight: 242 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc puilins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8.0 lb) - Max Horz2=98(LC 8) Max Uplift All uplift 100lb or less at joint(s) except 2=-303(LC 27), 21=-1186(LC 9), 14=-541(LC 9), 24=-376(LC 24) Max Grav All reactions 250 lb or less at joint(s) except 2=659(LC 1), 21=2451(LC 20). 14=1024(LC 20). 24=535( LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/452, 3-4=-704/371, 4.5_ 432/353, 5.6=-432/353, 7.8=-342/879, 8-36=- 707/1633, 38-37=-707/1633, 9-37=-707/1633, 9-38=-310/285, 10-38=-31W285, 10-39=- 310/285, 11-39=-310/285, 11-40=-1644/938, 40-41=-1644/938, 12.41_ 1644/938, 12.13= 17861976, 13.14_ 1949/1027 BOT CHORD 2.29=-430/960, 28-29= 430/960, 27.28=-221/615, 24.25- 425/257, 23-24=-425/257, 22.23=- 436/260, 21-22=-1125/570, 19-20=-617/1350, 19.44=-617/1350, 18.44=-617/1350, 18.45_ 617/1350, 45.46=-617/1350, 17.46=-617/1350, 16-17=-868/1758, 14-16= 868/1758 WEBS 3- 28=-392/262, 4-28=-74/280, 4.27=-269/155, 6.27=-284/69016.25=-638/287, 7-25= 267/ 670, 7-23=-336/302, 7-22=-649/324, 8-22=-206/562, 8-21=-982/550, 9-21_ 2099/ 1099, 9-20=-399/1092. 11.20=-13551701. 11-18=0/308, 11.17=-172/360, 12.17=-46/ 353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=15f1; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 2, 1186 lb uplift at joint 21, 541 lb uplift at joint 14 and 376 lb uplift at joint 24. 8) 'Semi-ngid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Continued on oaae 2 Q WARNING • Vedly dedgn perarnetere end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE NI.7479 rov. 101011111016 BEFORE USE. Design vaiks for use only vAth Mllek® contactors. Inls design Is based only upon parameters shown. and Is for an Individual bu ldkng component, not a trios system. Before use. the building designer must verify the applicability or design parameters and properly Iraorpoiale this design Into the ovetall building design. Bracing Indicated is to proven$ buckling of Individual truss woo and/or chard members only. Adc lllonal Temporary and permanent bracing MiTek' Is always recluked for stability and to provenl collapse with possible personal k*xy and properly danage For genotal guidance regarding the tobdcalkxn, storage. delivery• erection and bracing of tenses and truss systems, soeANSt/fpI I Quality CrilerW, OS849 and SCSI Building Component 6904 Parke East Blvd Safely Information available from truss Rate knsllMe. 218 N Lee Stroel. Suite 312- Aloxandda. VA 22314. Tampa. FL 33610 Job I rusS Truss Type otyI WP0083 T12304793 W P0083 A012 Root Special Cadet I t Job Reference (optional) tsuaaen ruatsoutce, ranpa. rtarn cay, rwntaa su000 yIoA,,,..... .,,...,. . w. I0:4xi2Sy05pnperCOHML 1 Og 1 zP636-AVVIS?O?L2FH014Fz4n7YK?nu3Z3r1yXIIhN3MDyRvW NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 123 lb up at 25-7.4. 127 lb down and 122 lb up at 27-7-4, 127 lb down and 122 lb up at 29-7-4, 127lb down and 122 lb up at 31-7-4, 127 lb down and 122 lb up at 33.7.4, and 127 lb down and 122 lb up at 35-7.4, and 223 lb down and 213 lb up at 37-8-0 on top chord, and 66 lb down at 25-7.4. 65 lb down at 27-7-4. 65lb down at 29-7-4, 65 lb down at 31-7-4, 65 lb down at 33-7-4, and 65 lb down at 35-7-4. and 266 lb down and 144 lb up at 37-8.0 on bottom chord. The desigrVselectlon of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=-54, 4-6=-54, 6-7=-54, 7-12=-54, 12-15=-54, 30-33=-20 Concentrated Loads (lb) Ven: 12=-126(F) 17=-266(F) 19=-41(F) 36=-88(F) 37=-87(F) 38=-87(F) 39=-87(F) 40=-87(F) 41=-87(F) 42=-42(F) 43— 41(F) 44=-41(F) 45=-41(F) 46=-41(F) Q WARNING - Vsrtly dedlin parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 ray. IdO MIS BEFORE USE lbslgn vcikl for use orgy YAM MllokD connoctas. Rds design S based orgy Won parameters shown. and Is for an IndlvId al txdclh Q component. not a huss system. Before use. Me bilding designer must verify the oWicc bllly of design paarneters and txopedy lrtcotpaate IMs design Into the overall txddhlg design. Bracing Indicated is to budding of Individual truss web and/a chard members only. Addillor" temporary aid permanent bracing M iTe k' prevent Is dways per-plrod poi stabllty cud to prevent coliorne wllh posfte personal Inµxy and rxoperty darnoge. For general guld nco tegatding the 6904 Parka East Blvdfatxk:atkuL storage, dellvery. erection and txockV of Innsesand Inrss systorns, seeANSI/1PII Quality Criteria, DSB49 and SCSI Building Component Tangs. FL 33610SafetyInformationavailablefromtrussPlateInstitute. 218 N Leo Street. Stlto 312. Alexandria. VA 22314. Job' rues ype fy T12304794 WP0083 A013 iiirussipGuder 1 t Job RefJobReference (optional) tlud"m Fustbourca. Tampa, flare eay. Flaaaa J;Zbb r.WV s Aug re Zul f mu ex mausuas, me rnu v Ili u-vej eu II rage r I D:4xt2SyQSpnperCOHML 1 Og 1 zP836-et3GgLRd6LN8eBIRXnIMSXY 12TvH W Oks_L7duyRv01 1-0.01 3-9.14 7.0-0 10.9.15 _ 146-1 18-4-0 21.6.2 254.0 1-0-0 3.9.14 32.2 39-15 3 8-3 3.9-15 3-2-2 39.14 i 5x8 = 2x4 II 3x8 = 5. Do F,2 25 4x6 = Scale = 1:46.2 TP= 9 Ig 3x4 = 20 11 30 = 30 = 3x8 = 20 It 1 5x8 STP= 20 II 3x4 = 6x8 = 3-&14 14 7.0.0 32.2 10.9.15la-0.0 3-8./5 3$-3 35.15 1 -4 0.4 21.6.2 32.2 7A-4-a 39.14 Plate Offsets MY)-- f4:0-5-12,0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.09 15 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(rl-) 0.15 13-15 999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.87 HOf2(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014/FP12007 Matnx-M) Weight: 128 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=-180/0.8.0, 2=1021/0-8.0, 11=2597/0-8-0 Max Horz 2=88(LC 8) Max Uplift9=-303(LC 19), 2=-507(LC 8), 11— 1192(LC 5) MaxGrav9=204(LC 12),2=1031(1-10 19). 11=2597(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4.1-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1977/947, 3-4=-1792/893, 4-23=-1448/742, 5-23=-1448/742, 5-24=-1448/742, 6-24— 1448/742, 6-25=-434/1064, 7-25=-434/1064, 7-8=-473/1143, 8-9=-426/908 BOT CHORD 2-16=-883/1783,15-16=-883/1783,14.15=-773/1658,13-14=-773/1658,13.26=-237/564, 12-26_ 237/564, 12-27=-237/564, 11-27=-237/564, 10.11=-824/415, 9- 1 0=-824/415 WEBS 4-15=-144/509, 4-13— 280/154, 5-13=-394/342, 6.13=-569/1152, 6-12=0/275, 6-11=-2029/964, 7-11=-763/454, 8-11=-349/220 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. 11, Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent•with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 9, 507lb uplift at Joint 2 and 1192 lb uplift at Joint 11. 7)'Semi-rigid pilchbreaks including heels' Member end fixlly model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 214 lb up at 7-0-0, 87 lb down and 122 lb up at 9-0.12, 87 lb down and 122 lb up at 11-0-t 2, 87 lb down and 110 lb up at 12-8-0, 87 lb down and 122 lb up at 14-3-4, and 87 lb down and 122 lb up at 16-3-4, and 173 lb down and 214 lb up at 18-4-0 on top chord, and 309 lb down and 142 lb up at 7-0.0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 12-8-0, 65 lb down at 14-3-4, and 65 lb down at 16-3-4, and 309 lb down and 142 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on Daae 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AU EK REFERANCE PAGE MD-7472 rev. iG4112MIS BEFORE USE. Design volkl tot use only v4th MllekO Connoclors. lhis design Is Lxzod only upon p®amelors shown. and Is lot on IndlNci<al Wilding component, not a truss system. Befow use. the bulling designer must verity the ofxxlcat»Ity of design patometers and properly Incorporale 0tk design Into the ovotall building design. Bracing Indicated is to prevent buckling of trdlvaual truss web and/ot chard members only. Additional lempotory and pxumtnenl txacln0 MOW is always retµ4rod jot stcIt A lly and to prevent eollgnU Win possible persoral Massy and properly dunnage. For genedol guidance rerltxdln g the tatxlcotlon, slotage, dollvery, election and txocklg of trusses and truss systems, socANSI/IPI I Quality Criteria, DS949 and SCSI Building Component 6904 Pork& East Blvd. Safety information ovollatAo Morn truss Rate Inslltule. 218 N. lee Slroel. Sulto 312. Alexandria. VA 22314. Tampa, FL 33610 Job rUSS TrUSS Type Qty Ply WP0083 T12304794 W P0083 A013 Hip Girder t t Job Reference(optional) tiusdere r-sstsource, t ertpa. rant day, mriaa ;szuti ID:4xiZSyQ5prtperaz 16g1zP836-et3GgLRd6LN8eBIRXnIM5XY12Tv4W(5Irs_L7duf Rv01 LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-7=-54, 7.9=-54, 17-20=-20 Concentrated Loads (lb) Vert: 4— 126(F) 7=-126(F) 14— 41(F) 15=-309(F) 13=-41(F) 5=-87(F) 12— 41(F) 6=-87(F) 11=-309(F) 23— 87(F) 24— 87(F) 25=-87(F) 26— 41(F) 27=-41(F) Q WARNING - Vadfy dedyn perawtere end READ NOTES ON THIS AND INCLUDED M/TEX REFERANCE PAGE 11,1I0-7473 mv. 10)0Yl015 BEFORE USE Design vdkl tot use only wllh Mllek®conneclas. this doslgn It based only upon Mamelers shown. and is for an Individal buldkg component. not o truss system. botore use. Ih0 Milking doslgnot must vority the appllcabllty of dodgn potanotets and gopody Incoqxxale this design Into the ovorcdl holding design. 0acing indicated is to fxevenl budding of Irtrllvldual taus web and/a chord members only. Additional lornporary and permanent bracing M iTek' Is diways recµlrod for sktbltlty and to rxevent cotlorm wtih posUe rotsorat trtAaY and rxopcdy dumage. rot general guidance tegadg the tabrlic-allim storage. dellvory. eroctton owl Lxaclrg of tnrssos and Inns systems, sc:oANSI/Ml I Quality Criteria, OSS-69 arW SCSI Bulldlny Component 6904 Parke East Blvd. Safety Information avdlaMo from Ural Plate Institute. 218 N. Lee Street. StLe 312 Alexandria. VA 22314. Tampa, FL 33610 o rUSS ype T12304795 WPOO83 CJt j- Ss Jack•Open 10 1 IWPOO13JobReference (optional) Burldars Fest5ourCe. rarrpa. rant (.;fly. Flanrla 330tia i.ovv s nuy ro cv 1 mu ew.nau>o.ao...w. n.a .......... ...,...... ...y. . ID:4td2SyO5prtperCOHML 10g 1 zP836•PEYHL4Xe0pO?bOG_?SREODtUbinGOCK 1 gb32ASyRvOA 100 1-0-0 r 1-0-0 100 Scale = 1:6.6 2x4 = Plate Offsets (XY)-- 2:0.1-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0 00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2=113/0-8.0, 4=4/Mechanical Max Horz 2=42(LC 10) Max Uplift3=-9(LC 10), 2=-74(LC 6) Max Grav3=10(LC 1), 2=113(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsh h=151t; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intenor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3 and 74 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysts and design of this truss. A WARNING - Vediy design pe msten and READ NOTES ON MIS AND INCLUDED MI7EK REFERANCE PAGE 11111-7473 tov. IOWMIS BEFORE USE Design vaild for use only, with MltekO connectors. This design Is based only upon p aiamelers snown. and Is (or an Individual bolding component. not a truss system. Before use. the building doslgrot must verily the applicability of design parameters and property Incorporate this design Into the overall Bracing Indicated Is to buckling l ndMdW truss web and/or chord members only. Additional temporary and permanent brocfrng MiTek' building design. prevent of S always required (a stability and to prevent collapse with possible personal "and property damage. For general guidance regadng the 6904 Parke East BlvdIatnlcalkxLstorage, delNety, etecllon aril bracing of trusses and Inrss systems. seeANSI/tPI1 Quality Criteria, OSS-89 and 11CSI Building Component Tarrpa. FL 33610SafetyInformationavaBablefromtrussHaloInslitNe. 218 N. Leo Street. Sulle 312. Alexandria VA 22314 Job Truss Type Qtq pry WPo093 Tt2304796 WP0063 CJ3 Jack -Open 9 t Job Reference(optional) tsumars t•estsource, t amps. rant csy. t-tonaa suabb , — • ^w iv &V „ .. ,•' , ••. • • • -u. I D:4xiZSyO5prlperCOHML 1 Og 1 zP836-PEYHL4Xe0pO?bOG_?SREODtUbinbOCK 1 gb32AByRv0A 3-0.0 1 0-0 3-0.0 Scale = 1:10.9 2x4 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) 0.00 7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 100 Code FBC2014/rP12007 Matrix-M) Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (Ibtsize) 3=59/Mechanical, 2=184/0-8-0, 4=29/Mechanical Max Harz 2=86(LC 10) Max Upllft3=-56(LC 10), 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1), 4=45(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 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other 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 56 lb uplift at joint 3 and 89 lb uplift at joint 2. 6) 'Semi-ngid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Veft design porernetem and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE MB-7473 rev. I&V3MIS BEFORE USE Design valld lot use only vAth MlleW connectors. INS dosign Is Lmsed orgy upon patamelers shown. and Is (Of on ttdtVktL al LXrlclktg component. not a truss system. Before use. the txlldet m ingdeslgnustverity the aprxlcotAlty, of design pcoametets and propotly Incorpotate this design Into the overall Brocing kxkotod Is to buckling lndlvldtxL trim web and/or chord members only. Admlional lempotary and peIMCMnl ixaCfrtg M iTek' bildlntgdesign. prevent of Is always rect lted lot sktAtly and to prevent collapse with pos5ltAe petsonal Inlay and properly darnage. For general guidance regradhU the 6904 Parke East Blvd. IctxIcallmstorage, delivery. erection and Lxodno of irtn3es and lRom systems. soeANSI/IPI I Quality Criteria, DSO-09 and BCSI Bu9ding Component Tampa. FL 33610 SafetyIMormationavdlahlefromEtasPlatebuilkite. 218 N. Lee Street. Suite 312. Alexanxlria. VA 22314. ob ruse Truss TypeTrussJack-Ty y WPOo63 T12304797 WPOOa3 CJ3A t 1 Job Reference (optional) Burlaers 1•esibource, r a11pa, main Uay, mnaa ;sJzoo , v+v a nay .v cv. , m., an ,,...;... . ...... ..... ........ ...., .... ...... . ID:4xiZSy05pnperaZH 10g1zP636-tO6120YG 6WsD2rAYAyTyRO1256T7fa83FobieyRv09 3-" 1.0.5 1.11.11 Scale = 1:10.9 3xB II 1.5xSSTP= 1OS 3-0-0 I. 5- 1.11.11 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4.5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=103/0-8.0. 3=70/Mechanical, 4=33/Mechanical Max Harz 5=42(LC 7) Max Uplift5=-38(LC 10), 3=-66(LC 10) Max Grav5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5.Opsf; h=15ft, Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(t) zone, canlllever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 5 and 66 lb uplift at joint 3. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Vwtfy dedon parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE Ml1.7473 rev. rd02W15 BEFORE USE Design valid for use only with Mllolut connectors. this design Is Lxaed only upon prnamelers shown. and Is for an kxg*AKA bulding component, not a Uuss system. Were we. the building designer must verify the arolcalAlty of design parameters and properly Incoq>orole this design into the overall building design. &actrlg lrxBcoted Is to rrevont buckling of Individual truss web anal/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabslly and to rxovent collailm with posWo personal trrpay arvJ properly darnage. For general guidance tagardsng the IaLxicalen, slotogo, delivery, erocllon aril bracing of Uusses and Inns systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallablo train truss Rate institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tanga. FL 33610 Job Fuss ruse I ype Tt2304798 WP0083 CJS 1jecir-Open 9 1 IVIP0083JobReference (optional) Tampa. Plant City, Florida 33566 7 640 s Aug 16 2017 MTek Industries. Inc. Thu Oct 19 09:47:32 2017 Page I 10:4xi2Sy05pnperCOHMLIOg1zP836•t06fZOYG 6WsDZrAYAyTyROd855O7faB3FobieyRvO9 1-04 5-0-0 1-0-0 - 5-0-0 2x4 = LOADING psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.04 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.00 2 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) wm TOP BOT 1) Wini MW for n 2) This 3)-Th fit N 4) Refti 5) Pro% 2. 6)'Ser 2x4 SP No.2 20 SP No.2 IWstze) 3=100/Mechanical, 2=274/0-8.0, 4=45/Mechanical Max Harz 2=131(LC 10) Max Upllft3=-98(LC 10). 2=-125(LC 10) Max Grav3=100(LC 1). 2=274(LC 1), 4=75(LC 3) lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale 2 u 15.1 PLATES GRIP MT20 244/190 Weight: 171b Fr = 0% 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. ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=S.Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18; IS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed: end venical left and right exposed;C-C ambers and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 uss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 veen the bottom chord and any other members. to girder(s) for truss to truss connections. le mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3 and 125 lb uplift at joint pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. A W RNFNO • Vorlly derrlgn pararruoron and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MQ7179 rev. id01/2015 BEFORE USE valid for use only NAIh Mllek® connectors. ltth design is based only upon paanelers shown. and Is form Individual building Component. nol all system. Before use. the building designer must verity the "icabllty of design Ixaannetots aril properly Incorpotalo OLLs design Into tho overall eractng is to MucMng IndNkrua l truss web and/a choid memtxars only. Adaltlonal lemWory and pennonenl Ixachtg M iTek' Ixll Is Cho doslgn. Indicated prevent of regJred for skttxllty and to rrevent collapse with povMde personal V*ffy and rxopofty damage. For general guidance regatatirtg the 6904 Parke East Blvd. f tIon, storage, delivery, erection and bracing of trusses and Inrss systems seoANSI/1PI I Quality Criteria. 058-89 and SCSI Building Component FLSateIMonnatlanavailablehorntruceRateInstitute, 218 N. Loa Sheet. Sidle 312. Alexandria. VA 22314. Tautpo, 336t 0 Job WP ru5s Truss Type T12300eg WP0083 CJSA 1 Jack -Open 1 t JobIWPOO83JobReference (optional) Ref Builders FustSource, Tampa. Plant City, Flarida 33566 r ti4u a Aug 1 b 201 7 mr r ex mausuies. inc. Thu Go 1e ue 4 r as 201 r rage i ID:4xf2SyQSprtperCOHML 1 Og 1 zP836-Ldg2mmZulOejrjOM6tUiVeyncVOys6pKHvY8E4yRvO8 3.0.5 5-0-0 3-0.6 1.11-11 3x4 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 TCDL 7.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Matrix-M) 5.00 Scale = 1 16.8 OEFL. in (loc) I/deff L/d PLATES GRIP Vert(LL) -0.03 4.5 >999 240 MT20 2"/190 Vert(rL) -0.07 4.5 >826 180 Horz(rL) 0.04 3 n/a rVa Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=66(LC 7) Max Uplift5=-74(LC 10), 3=-107(LC 10) Max Grav5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=5.Opsf; h=1 Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 5 and 107 lb uplift at joint 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING- Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rov. 1002MIS BEFORE USE - Design valid for use only vAth Mllek®connoclots. Inls design Is based only upon porarneters shown. and blot an Individual b ulding component, not a truss system. Wrote use, the Ixdlding designer must verity Itte ap0lca1101ty of design parameters and propally Incoilorato this design Into U* overall txld hg design. 0acN Indicated Is to ptevonl twcklkng of individual truss web and/or chard members only. Additional fern"ary and permanent txocing M iTek' is always teciuked for seb0lly and to rxevenl collapse with pos Ae prasorv9 trnfnay and rxorierly damage. for general guidance regarding Om fabricalkxL storage, delivery, erection and maolng of trusses and Inm systems. seeANSI/IPI I Quality Criteria, DSB-89 and 8CSI 8uIldlrig Component 6904 Parke East Blvd. Safety Information avallatlo from trim Rate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Jo ype T12304800 WP0083 EJ7 1, uss Jack -Open 23 1 IWPOO83JobReferencep0onal Buddete FestSoutce. I ampa, ruin eny. ranan s:utie ,,,. , - .. ay. I D:4xi2SyO5pnperCOHML 1 Og 1 zP836-Ldg2mm2ulOejrjOM6tUNeyk5VOM56pKHvY6E4yRv08 1-0-0 7-0-0l0.0 + 7-0-0 Scale = 1:20.6 3x4 = 7-0-0 Plate Offsets ()f%Y)-- f2.0-0-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in foc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.46 Ven(LL) -0.06 4-7 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.36 Veri(TL) -0.16 4-7 >537 180 BCLL 0.0 ' Rep Stress Inc( YES WB 0.00 Horz(TL) 0.01 2 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 23 lb FT = M? LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Algid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ibtsize) 3= 14 1 /Mechanical, 2=366/0-8-0, 4=61/Mechanical Max Horz2=170(LC 10) Max Upllft3=-123(LC 10), 2=-164(LC 10) Max Grav3=141(LC 1), 2=366(LC 1), 4=105(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind- ASCE 7.10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf: h=151t; Cat II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 164 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING. VM/y deatgn parameters and READ NOTES ON THIS AND INCLUDED M17EK REF£RANCE PAGE MI.7479 rev. IGWW IS BEFORE USE. Design valid for use only vAth Mllek®conneclots. [his des Is based only upon parameters shown. and Is (a an Individual building component. not a truss system. 8elote use, the b lldtnoslgnot must vcvl(y the applicahllly, mofdesign (xeoatois and ptopetty Incei )Orate this design Into lho Overallgd building design. Bracing IndlCaled Is to ptovent buckling of IrKfWucd lose web and/or shod members only. Additional tempotoy and peanoronl Ixacing MOW is always regUtod tot stability and to prevent collarm wllh possible personal tnhay cud ptoneny darnage. lot general gtdduhce tega soling Inc 6904 Parks East Blvd. kxxk:alkxL storage, dellvery, etoclion and b ratckhg of (asses and inns systems, seeANSI/rPI I Quality Cttedo, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyIntormallonatvallabxetontrussBlottoInstitute. 216 N. Lee Sttael. Sulto 312. Alexandfla. VA 22314 o Truss Truss ype y WP0081 T1230480i WP0083 EJ78 Jack -Open 1 t Job Reference(optional) Iwaaers trrarsoucce. Iarrpe, rww wy, rwngo aaaog ...... ,.,.d ... _............. ..._. ..._ __.. _ __ '. _. __.. - _e_ - ID:4xiZSy05prperCOHML1OglzP836-gpEO 6ZXWkmaSt?Ygb?xlsVvmvlWbZ3UWZHmWyRv07 7-0-0 7.00 Scale = 1:20 6 30 = 7-0.0 74)0 Plate Offsets O.Y)— 11.0.0-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ven(TL) -0.16 3-6 >525 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 rVa We BCDL 10.0 Code FBC2014/rPI2007 Matax-M) Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.8-6 oc puains. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 1=310/0.8.0, 2=142/Mechanical, 3=62/Mechanical Max Horz 1=151(LC 10) Max Upliftl=-125(LC 10). 2= 124(LC 10) Max Grav1=31O(LC 1), 2=142(LC 1), 3=106(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=S.Opsf; h=15ft, Cat. 11; Exp C; Encl., GCpl=O 18; MW FRS (envelope) gable end zone and C-C Interior(l) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gap 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 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 125 lb uplift at joint 1 and 124 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Q WARNING- Verify design Parameters and READ NOTES ON THIS AND INCLUDED Aln'EK REFERANCE PAGE 1,18-7473 rev. IMV2016 BEFORE USE Design vaild lot use only vAlh Mllef0 connectors fhb design Is based only upon parameters shown. and Is for an trWlvidual bolding component. not a truss sysloin. Before use, tho building designer must voilty, lie al)OicabtllN of design "ornoters and properly Incorporate mis design Into Iho overdl b lding design. Bracing indicated Is to prevent bsckfirig of individual truss web and/ot chord members only AddOoral lefnporesy azld pleirnanent lxaciry M iTek' b always iw4ttlred to slabUity cxrd to prevent collapse vAlh possUo personal k*jry and properly carnage. rot general gcicknce regarding the kdxkalbn, storage, delivery, etection and bracing or trusses, and huss systorm seeANSI/IPII Quality Criteria, OSS-89 and SCSI Suhlding Component 6904 Parke Easi Blvd. Safety information available hom bias Plate Ins1IMe. 218 N. Lee Street. Suite 312 Alexandria. VA 22314. Tampa. FL 33610 o rusS Truss TypeJ ty T72304802 W P0063 H t Roof Spacial Glider 1 1 IWPOO83JobReference (optional) Buadent FrralSoutca, Tanya, Plant Gay, Florida 33666 r.Wra a Aug 16 2e1 I Mu ex mausures, Inc. i nu uct rY uv 11:. " r rage r ID:4xiZSyOSpnperCOHML 1 Og 1 zP836-1?ooBSa9H 1 uF141 alEl WAa324BJ?OKppol0l FJryRv06 3.9-14 7-0-0 109-t5 14_b•1 18.4-0 2044 25d-0 rl-0-0 3-8.14 3.2.2 3-&15 3.8.3 3.8-t5 2.0-0 5-0-0 5x8 = 5.00 111 —2 30 = 2x4 II 3x4 = 2x4 II 34 = 06 = 5 22 6 23 7 3x4 = 3x8 = 2x4 11 1.5x8 STP = 3x4 = 6x8 = 3-9.74 7 0-0 10 9.15 14.6.1 { I8-0 0 %V 2r) 4-0 25-4-0 ' i-snS as a.ba Scale = 1:47.0 1.5x8 STP = 20 II Plate Offsets (XY)— 14:0.5-12,0.2-81 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.08 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.15 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.86 Horz(TL) 0.05 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 137 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=-175/0-8.0, 2=1029/0-8-0, 12=2568/0-8-0 Max Horz2=132(LC 7) Max Uplift I0=-293(LC 19). 2=-492(LC 8), 12=-1223(LC 5) Max Grav 10=193(LC 6), 2=1038(LC 19). 12=2568(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1993/911, 3.4=•1809/863, 4.21=-1476/747, 5-21=-1476f747, 5.22=-1476/747, 6.22=-1476047, 6-23=-462/1004, 7-23=-462/1004, 7.8=-495/1068, 8-9=-378/796, 9- 1 0=- 148/332 BOT CHORD 2-17=-859/1798, 16-17=-859/1798, 15-16=-804/1673, 14.15=-804/1673, 14-24— 307/603, 13-24=-307/603, 13-25=-307/603, 12-25=-307/603, 11.12=-826/421 WEBS 4-16=-141/509. 4-14=-262/167, 5.14=-394/342, 6-14=-532/1134, 6-13=0/279, 6-12=-2012/963, 7.12— 708/443, 8.12= 294/146, 8-11 =- 134/438, 9.11=-882/422 Structural wood sheathing directly applied or 4.0-12 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 10, 492 lb uplift at joint 2 and 1223 lb uplift at joint 12. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213 lb up at 7.0.0. 87 lb down and 122 lb up at 9.0-12, 87 lb down and 122 lb up at 11-0-12,87 lb down and 122 lb up at 12-8-0, 87 lb down and 122 lb up at 14-3-4, and 87 lb down and 122 lb up at 16-3-4. and 173 lb down and 213 lb up at 18-4-0 on top chord, and 307 lb down and 137 lb up at 7-0-0. 65 lb down at 9-0-12. 65 lb down at 11.0-12, 65 lb down at 12-8-0, 65 lb down at 14-3-4, and 65 lb down at 16.3-4, and 307 lb down and 137 lb up at 18-3.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on oaae 2 Q WARNING - Verily design paranwfen and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MO.7473 rev. 16,1111016 BEFORE USE Design valld for use only with MI lek®cornnoclers This design Is based only upon perernelors shown, and is for an I ndlAdual txAding component. not g dahusssystem. Before use. The IxAdinesignor must verily, The appxlcabli y of design lorarnelers aril ixoporiy l ncoq)aote This design Into The ovotdl building dleslgn BroCl ng Indicated Is to prevent buddli ng of IrndlvkWal Truss web and/or chord mornbers orgy. Add illo nal lernperaty aril permanent Ixdtclng MOW Is ahvays re.clutred for stability and to prevent collapse Win possmte personal "and rxopeny dkanage. For gerwr ral guidance tegdedhng the etxk:allon, storage. dellvory, erection and txachng of lenses and Miss systems seeANSI/IPI I Quality criteria. OSS-89 and SCSI Sullding Component 6904 Parke East Blvd Safety Information ovallabte from truss Rate, IrnsOMe. 218 N. tee Street. Suite 312. Alexandria. VA 22314. Tanya FL 33610 Job Truss truss type Oty Ply WP0083 T12304802 WP0083 H1 Root Special Gilder 1I t Job Reference (optional) BUIIders Fu1050urte, larapa, rtant c:ay, hlorlaa zmuti y,.-1.....a ......w,,...... you ID:4xtZSyOSpnperCOHML 1 Og 1 zP636.1?oo8Sa9H 1 uR41 alEl W Aa3248J?OKppolD t FJzyRvO6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4= 54, 4-7=-54, 7-8=-54, 8-9=-54, 10-18=-20 Concentrated Loads (lb) Vert: 4= 126(F) 7=-126(F) 15=-41(F) 16= 307(F) 14=-41(F) 5_ 87(F) 13= 41(F) 6=-87(F) 12= 307(F) 21_ 87(F) 22=-87(F) 23=-87(F) 24=-41(F) 25=-41(F) Q WARNING - Verify deafen pan natere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. id.OSQOIS BEFORE USE Design valid lot use orgy wllh tAlokS connectors. Ms design is bused only upon paramelors shown. and is for an indlAcMal txAdIng component. not o I as system. Boforo use. IW building doslgnor roust vedry, the alKlllcalAlly, of design lxxca nolets and lxorxnly hcorporale this design Into Iho ovorall ding design. Brachg Indicated Is to lxovent budding of IndNklual truss wob and/or ctxxd members only. Additional lompaay and I>wffK nenl txacing M!T®k' Is always tegUred tot stabOlty and to rxevent calk riso Win possIAe personal Injury and propedy, dornage. for genwall guidance tegatcting the fcttxIcallon, sloutge. delivery. erection dad Lxcichg of lasses and hiss systems soeANSI/IPI I Quality Crlteno, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ova uhle Dorn fruss Plate Ins11Me. 218 N. Lee Street. Sddle 312. Alexandda. VA 22314. Tampa, FL 33610 o rasa runs ype T12304803 W Po083 NJ7 Oragonal Hip Gadet 5 1 IWPOO113JobReference (optional)__ tsuscom rustsource. ianpa, rtam cay, rronaa ssbbb I b s nag tb cv m, ,nausu,es. Q „ - e '. Faye I D.4xfzSyOSpnperCOHML 1 O91 zP836-mCMAOobn2L01tB9xn0I P7HaHLjOy3P2mztmprPyRv05 1-5.0 5.2.9_ 9-10-1 1-5-0 5.2.9 4-7-8 Scale = 121.1 uv 2x4 = 5.2.9 4-7.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.33 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(rL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.29 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight. 41 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.4-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=115/Mechanical, 2=481/0-10-15, 5=295/Mechanical Max Horz2=180(LC 4) Max Uplif14=-94(LC 4), 2=-267(LC 4). 5=-116(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-11=-779/300, 11.12- 752/303, 3-12=-720/309 BOT CHORD 2.15=-399/721, 15.16=-399/721, 7-16=-399/721, 7.17=-399/721, 6-17=-399/721 WEBS 3-7=0/253,3-6=-768/425 NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=5.Opsf; h=15fh Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4, 267 lb uplift at joint 2 and 116 lb uplift at joint 5. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 14 lb up at 1-4-15. 14 lb down and 14 lb up at 1.4.15, 27 lb down and 54 lb up at 4-2.15. 27 lb down and 54 lb up at 4.2.15, and 44 lb down and 103 lb up at 7-0-14, and 44 lb down and 103 lb up at 7.0.14 on top chord, and 8 lb down and 1 lb up at 1.4.15, 8 lb down and 1 lb up at 1.4-15, 9 lb down and 0 lb up at 4-2.15, 9 lb down and 0 lb up at 4-2-15. and 24 lb down at 7-0-14, and 24 lb down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +- Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Ven: 13=-48(F_ 24, B=-24) 15=3(F=1, 8=1) 16=-12(F=-6, B=-6) 17=-34(F=-17. B=-17) Q WARNING - Vedly design perm otas and READ NOTES ON THIS AND WCLUDED M/fEK REFERANCE PAGE M67473 rev. 8862MIS BEFORE USE. Design valkl for use only wtlh Mllek®conrwciors. Ihls design Is basecl only upon paanolers shown. and Is lot a1 i d ividual lidding component. not a truss system Before use. the txNding designer must verily the aplxlcalAlty, of design paiameleis and propoily Incog3otale rots design Into the overall Ixuildklg design. Wacllg Indicated is to buckling of Individual truss web and/or chord members only. Addilional temporary and permanent txocing M!Tek' rxovenl is always necluked for skstAlly and to fxovenl collgxw wtlh possible personal U*iry and property danage. for genenol Guidance regarding the 6904 Parke East Blvdfabrication, storage. delivery. erection and bracing of trusses and Kim systems. seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, fL 33610SafetyInformationevadablefromIndsPlatefrtslitute. 218 N. Lee Street. Stile 312. Alexandria. VA 22314 Jobpuss Truss Type ty WP0083 T,23aea WP0083 V3 Volley Job Reference (optional) Builders FeetSoutca, Tempe, Plant City, Fbnda 33566 r O'u a Aug r o ZW r mn sa mauamea, mc. i ; r rays . I D:4xiZSyQSpr,perCOHML 1 Og 1 zP836-mCMAOobn2L01iB9xn01 P7HaLLjUt3TZmzlmprPyRv05 3.2.8 3-2.8 Scale - 1:9.6 2z4 !:::- 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) IVA rVa 999 TCOL 7.0 Lumber DOL 1.25 BC 0.06 Ven(rL) We n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 We rVa BCDL 10.0 Code FBC2014RP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=85/3.1.14, 3=85/3-1.14 Max Harz 1=57(LC 7) Max Uplift 1 =-36(LC 10), 3=-47(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% Structural wood sheathing directly applied or 3-2-8 oc puffins, except end venicafs. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl , GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS (or reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1 and 47 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 WARNING. Verify doslpn parrfinefers and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE 11411-7477 rev. 10/0 0IS BEFORE USE. Design valid lot use onfY wllh Mllek®conneclors. 1hh design Is Lxwd oNy upon Wnamelers shown. and Is lot an Individual "ding component. not a truss system. Before use, the building deslpnei must verity the applicability of design patamolors atxl properly Incorporole Ihft design Into the overall lxdcOng design. bracing Indicated Is to prevent budding of Individual Huss web and/or trend members orVy. Additional lempuc ry and pennanent bracing MiTek' Is always required (of stability and to pxevenl collapse with p osstlle Persorwl t,ltey and popedy damage. For general gtldance tegardirtg the lalxlcallm storage, dedvety, erection and bracing of fntsses and tars systems seeANSI/IPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available tram Ilu?S Hale Institute. 218 N. Lee Sheet, Sulte 312- Alexandria. VA 22314 Tampa, FL 33610 Jobruns US$ ype WPO083 T12304805 WP0083 V5 1:,lley 1 1 Job Reference Zonal Buddets F"ISource. Tampa. Ptam Cdy, Ronda 33566 1.54416 Aug Iti ZoI / mr r eK mausuroe, me r nu txt 1Y W.4 r.ao zu1 r rage 1 I D:4xr2SyO5prlperCOHML 1 Og 1 zP836-mCMAOobn2L0hB9xn0I P7Haiv4R53TZrnztmprPyRvO5 5-2.8 _ 5.2.8 2x4 11 20 4 2x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Ven(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=159/5.1.14, 3=159/5-1-14 Max Horz 1=105(LC 7) Max Upllltl=-67(LC 10), 3=-88(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1.14.7 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% Structural wood sheathing directly applied or 5-2.8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opst; h=151t; Cal. II; Exp C; Encl.. GCpi=0.18, MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 1 and 88 lb uplift at joint 3. 6)'Semi-rigid pilchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Vedly dedgn peremeraro and READ NOTES ON THIS AND INCLUDED Mn'EK REFERANCE PAGE M10-7479 rov. M0312016 BEFORE USE. Oesigt vcdki (of use only with Mltek®conneclots. M design 6 based only upon parameleis shown. and Is for an InclMdtral "ding component. not a truss system. Before use, the IxAcing deslpinet must vedry Ilse opxxlcabllty of design paromelots and Ixopody Incot oialo this design Into itie overall txBd!ng design. Bracing Indicated Is to twclding of Individual truss wob and/oi chord members only. Acldfloncd temporary and "inownt btacbV WOWpxevenl is dways re"od fot siablllty ornd to rxevenl colicirm wtih possiUe p ersonc9 I1Kay and rxoperty darnago. Foi general gold nce togarding the 6904 Pork& East Blvd. fobticaflon. staa(te. dolfvery, erection onct txacirng of trusses and Miss system& seeANSI/fPI I Guallry Cdteda. OS649 and SCSI Building Component Tampa. FL 33610SafetyInformationavailableZornGusRateinstitute. 216 N. lee Street. sate 312, Alexandria, VA 22314. Symbols I Numbering System I 0 General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0' 1/ 1 gr For 4 x 2 orientation, locate plates 0-'n4' 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 vary 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. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) I 2 3 TOP CHORDS 0 C O 2 V o_ O 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 NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved M1I0 M!Tek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design boding shown and never stock materiols 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 bear tightly against each other. 6. Place plates on each face Of truss at each joint and embed fully. Knots and wane at joint locations are 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 sholl not exceed 19% at time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. I I. 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 sheathed or purlIns provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Instoll and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review 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 Criteria. BEARING HEIGHT 56HEDULE 44-8-0 L 22-8-0 22-0-0 1 IN WA 19-4-0 7-4-0 18-0-0 44-8-0 m m m 0 0 0 NOTES: L) REFER TO 0 41(RECOWEIDATI0N5 FOR HANDLING INSTALLATION AND TEMPORARY ORMIN6.) REFER TO ENGINEERED MAVAN66 FOR FERMANENF DRALING REOUTRED 7) ALL TRUSSES (WCLLDIN6 TRUSSES UWER VALLEY FRAMING M1fiT DE COMPLETELYDECVORREINi0DETAILv1o5FOR ALTERNATE ORMAN6 REOUIREMENT5. 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DULDER. 4.) ALL MISSES ARE DESIGNED FOR To c MA)O" SPAGN6. LKE55 OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLAM M RAN ARE CONSIDERED TO DE LOAD OEARW6. LKE% OTHERWISE NOTED. 6) 5Y47 TRU5SE5 MU51 DE INSTALLED WITH THE TOP DEIN6 UP 7) ALL ROOF TRUSS HANGERS TO DE SMP50N HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TRUSS HANGERS 10 DE SWWN THA422 LVHLE55 OTHERWISE NOTED. D) DEAWMEADER/LINTEL (WR) TO DE nIRNOSLIED DY DUDAE . SHOP DRAWING APPROVAL THIS LAYOUT K THE SAE Sm FOR me"um OF MfiES AW V0I05 ALL FREVWH ARENTEMAL OR OVER 10056 LAYOUTS. REVIEW AW APFROVAL OF THIS LAYOUI N15T DE RECEIVED DEFORI AM TRUSSES WILL DE DUCT. YERIFY ALL COFAM6 TO wm MAMT wwS THAT WLL 119tT D1 EXTRA CHAME510 YOU LyusW kboy Ow ; M, I Builders FirstSource Orlando PHONE 407-851-2100 FAX: 407.851-7111 Plant City PHONE 813-759.5951 FAX.813-752-1532 io" LPLe Ashton Woods 1981 Ophelia T u141"U s nnslal Lot xx w r RECORD COPY City of Sanford Building and Fire Prevention Product Approval SpecifiVf, G n Form 7-311 Permit # # 19- Project Location Address sANFORD S&- f'AR 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.floridabuildin-g.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 FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hard i Bldg Prod Inc HardiPlank Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp Roofing_CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-R2 Roofina 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 Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 3 6/912017 Florida Building Code Online ka, RegulationBusiness & Professional ram, BCIS Home I Log In I User Registration ( Hot Topics Submit Surcharge Scats S Facts Publications I FBC stay SCIS site Map Links Search b a P re Product Approval USER: Public User r. err.. ie:, . Product Aooroval Menu > Product or AoMicatlon Search > Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Independence odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/I. S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://floridabLilding.orgtprlpr ppp dtl.aspx?param=wGEVXUatDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fucfc2MRiSCa-,%d3dp/o3d 1/3 6WO17 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Aber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fi-15000 R2 It INST 15000.1.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 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Aber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS000 R2 H INST 15000.2.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 I.S000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) 1S000.3 c. "Aber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLL5000 R2 It INST 15000.3.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 1S000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 1S000.4 d. "Aber -Classic' or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 It INST L5000.4.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 15000.4 for Design Pressure Ratings, any FL1S000 R2 AE EVAL 1S000.4.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y part number doors and sidelites, which have been stained or painted within 6 months of installation.) 1S000.5 e. "Aber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https:I/RoridabLdiding.org/pr/pr app d.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 2/3 WMI7 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVH2: Yes Approved for use outside HVH2: Yes FL15000 R2 It INST 15000.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (This product approval requires the use FL15000 R2 AE EVAL 15000.5.odf Created by Independent Third Party: Yes of ']" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use In HVH2: Yes Approved for use outside HVHz: Yes FLL5000 R2 It INST 15000.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 1S000.6 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (This product approval requires the use FL15000 R2 AE EVAL 15000.6.odf Created by Independent Third Party: Yes of "7" part number doors, which have been stained or painted within 6 months of Installation.) Back Hext Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: OSO-487.1824 The State of Florida Is an ANEEO employer. Cooydoht 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 a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8W.487. 1.39S. -Pursuant to Section 4SS.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Deparment with an email address If they have one. The email, 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 pudic To determine If you are a licensee under Chapter ASS, F.S., please click here . Product Approval Accepts: Mcl Credit Card Safe baps:lAoridabuildlrig.orgtprlpr_app dtl.aspx?param=wGEVXCmADquS73Fr2ZyiPozAnA6CzHO3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d M tonii UWMAX DOOR PANEL AZM av1310 um CV24/12 If now PE- IITC4= It MIN. MIT GLASS THK. 1 8 cr Fr 7MPEREn Gass r — AIR SPACE 25' STEEL 1/gam t TER ORS INTERCEPT YI SPACER CLASS IO 41 SEE NOTE I 5' IMl,AW GLiM W/ SWC LRE FPAME GLAMG DETA7 119378 MAX _ PANELWIDTH 7. 125 MAX D. LO. WIDTH x d v O a J SIDEUTE E&M Smooth Star 1/ 2' MIN, 40 laCLASS THK 7/ e' TEWPERED Fi- CLASS L ZS STrFL INTERCEPT SPACER 29 SEE NOTE 1 S' INSULATED nC4 W/ PVC ME FRAVF GAZING D AI AIR SPACE TEbfgPERED GLASS E 1 act suit 1 QKORZONTAL CROSS SEC71011 4 SOSPE PANEL 1 ? 9' 1 W r.;% t•P ji 6 9 lA i vr ;s. 42 C OCTRLIDEUF"'Or RUTDE Mule h I 4 1C7T `q ID<r S an PANEL SECT1pN L477- 1 fI. Spoc; np for Item 129 do f41 (D!s h4me acre-)153P F 1 Sf I is as folfoar. From the bottom up on sldeR W. I with (7) m°n apoced of 9.675' o c. thsnr are (2) butt %op and bottom of 2.125' in from each 4<' SIDELRE TOP &SOTTO! RAIL ^ 90J BLANK SIDE S11LE camer. FNGER JOWTFD PONDEROSI PJNE, Sce0.43 ° FINGER JOINED PONDEROSA PINE SO-0.43 oac O2 24 12 N•LS wa JK am. er. LFS 6 FL-15M. 3 1-1l4, MN. EM& (TYP.] 711 2 NORUONUL GROSS SECTrON i NORIZONTAL CROSS SEC17ON 7 VJK 1Yp) EM 1. The stdeate it dtraat set into ere jamb wRh (12) ftem 143 o is x 2' pfh Brood screw. Thcro are 4) at each vutfool Jamb, from the top dawn at 13-5 . 31 , 46.6' & 66. There cre (2) of the header of 4• from the =rWdo corners of the frame. Thera are (2) at the sat, 4' from the oubids comers. 4( E FL—tatlao313 41 I MULUON A III1lI I I SHOWN FOR MASONRY 49 II REFERENCE OPEMNG HERO a 111TYP. JAMBS MULUON- l 1 SHOWN FOR II REFERENCE II I11I I 2x BUCK U 11 I I 11 N ASTRAGAL II II a stlDwN FOR I I I A REFERENCE II A IId II a II a Kr, II A II I[ 1 I{ OOU91 E BUCK W/Sl OWING MASONRY OPENING CONCRETEANGtOR NOTE: 1. Con trreootau ottheeonto. maybeadhdadtomotdcd+themtn. 2X BUCK edge aWan a to morhajpnh• 2 Conae;e andx rkxxfty noted as NAK ON C(3JIaTt m+at be adj coded to mafntab the rrdrt. edge distance to matmr joba oddtlond oonaete oncha . may berequ?ed,o ensure the 74 AX ON WflWdm+entTan cre noteraeeded 9. Convefaarrhartebr- nw TAPCON ELCO ut,IRNCON 1.1/d" 1" 4• 1 s. t 1 1 MASONRY 9 1 OPENING TYP. HEAD 1 JAMBS A 2x BUCK I1 f `AS'TRACAL SHOWN FOR RD'ERFNCE a I C 111 1 II II MULLIO NFOR I I I SHOWN ! I 49 It REFERENCE II TYP, HCAD II JAMBS I I I I 11 11 II II II II T I I MULLION I I I IRACE li II II Il MASONRI OPENIN( 2x BUCK 1 r-4" L 0 ci and fi f nIII sjj if z it a° s 02/24 12 LLD N.T.S. 3 c rr. JK 'a c is IFS 3 uorio xm d FL- 16000.J o a f•` sYdri lot SW. 4575 M lam lase 20" ISO BO7TOM UE ! S kq TYP.*'.& 27r OJS I.i10' c g a 0-V u6T— SEE NOTE 1 6 10 0.125 Fes - NOTE: ACAL MAXMAODET X aac 0 24 12 S e N.rs. w¢ m JK o 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP oac m LPSANDTHEBOTTOM. FL-15000.3 u m= 1 ar 12 G THERMAITRU 0 THLRMA TRU BOORS Tla bdouffilf,.. CM. Goof m. am afal7 FIBER CLASSIC"/"SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NONdMPACr CANSM NM 1. fie product has been avdkx& d and kin aarpfurce w3h the Sls tdifbn [l0141 fbwo k4 tnp Coda Pq *xMd mq* menb iduft Do lWh Velodly Hwftme land (H M. 2 Rmd<fd mrb tul be w M%d smd spaced assrwrm on dvtd L M Awtobadmad to boo matetfd shill bo beyond wal dm3drg asfucco. a When lead to f vvKr thin pm&mtk mqutad to bopmfeded Wlh an kvcdreEdard o7mr60 Uwt oanpW %M 3ec$on 1626 of the FIC. 4 Whertsaed N areas outside of ltse'fNFtr raGcitRS wild home dehds avteolon tNs product sequled to be pfolededvnih an M,sod rpstrtant eovakg iho! comp0swlth5eciton 160DJ2af Ire IBC. S. For2s dud haft condreroloh crctcrbg of them usdk shaf be the some asllatstlown kw2c buckmasaarcaahucibn 6. Silo cwmW snc thatcle iala lam Me dafab of thh dtwkg cegaie fJAhefMQhawft codysE by a ken ad wvt wwcrcegktorad ad*d Aft product does notmeet fhb wdss klIDkaeorl regvleamsh 1br The-dVW Ww5V urdu shag be Ituta od air hnmvtsabldbb bees arathabZableloomftwpoteeted bran ove hmV or cmwpywch Ndbe angle betwom the adpe ofeanopf a ouwhxV to s9 klem than AS degn!as. r4NE GF C;DMMM I dro,plem w&0enadnatm 2 Door decals h 00 3 ddoh Rber 4 Sidelle partW datob& pailng Catch 3 verticalumsectim 6 HorOarsdamsm 7 Hoiftast aas B audcAna 9 F7a111a 10 Frame ll 12 toolmam=&COmpotlewl 2 37JVMAXALL Atma wsm SEE MTA1L 1 1 SHEET 6 g agL auc immCaffEs th5mma uNff 0xw 47.0 1 47.0 A E » v v r 60.0 .60.0 L V V I Fi-7S000.4 1 eI, 55 E IOB IA [ 54 i:;{;;:.,•r i h'a rrrr='C;::'i..i't„(•:`i:."..c?:'y. _'y a.i iirr [ tt > a DMR y; t i;4 by i —.j•' b .;, .t,•r.: l.. 6 r ;t:.tti b' „ ' PAMELWIDTH NI ER10R 04 MP i HORROML CROSS SECTION 1 DOOR PANEL •, .. =; I 1jw IEXTERIORkb acaUTCMMMNIl. SLLTRee E•• S4 ]OP RA2 ,':i.,j_ 1 1 j.L• N LL ! r` r {i• LLDOOR PANEL 1A +'} `! Smooth Star Lo ta' i L',• a 57 N 4 dfl OZ 2a 12 NIN6E STT(.f , BOTTOM RAIL T VERTICAL CROSS SECT10 scowscowN.TS. 56SHOOT- STAR) SHOOT- STAR) 2 DOOR PANEL dQ6on JK a UMMMcuF1- 15000.4 n 0 dfaaa -Z— °r-2 0 av TO 1 g ggn 13 31 ZE 13 , t 4rr it b a .1417 17 dtt A e ^ .41 45 r 'rat 4% \: SEE NOTE 1 4 n° 77 g 47 •r ,1 r• SEE NOTE 2 34 "' !': • i. r30 20 e F2gSIQ8 7'tv,' : MEMO EXTERIOR 1hTEtit48 d u •i : `•r+: • 01 ^ r N07E 2 t: S•` 46 SEE NOTE 2 IA 47 y {eJ VERTICAL CROSS SEZTION i. x„fp`v S Shown w/Tx sub-bu= 40 19 OPTIMAL SURFACE BOLTS ON ACME PANEL °a 1r'- 30 19 1' (SEE DESIGN PRESSURE CNART) a: g 1:. ca 11 ; 14 r'` . 5r •'.x SEE No7E 1 f 1. The aldoUte Is dUeet set Into the jamb with (12) o i i ' Rem J43 a /6 x Z' pfh. wood screw. Then an (4) u at each veRfcol jamb, from the top down at 135: 4 12 ; . .••. r •, .. i7 31', 48S" & 66' Thera are (2) at the header at 9 4' from the cubstde comers of the Im-no. then are N TS 2) 113 a f8 x 2-1/2" pRL wood screw at the era, er JK s6; 4' from the outside comers.amL u !FS V Q7ICA VERWCALCROSSSECTION2QLCROSS SECTION 2. OPTIONAL SURFACE BOLTS ON ACME PANEL 0e 00d4 SEE DESIGNPRESSUREDOMe 36 a1SA9NL SEE NOTE 1 1. MW addlte Is direct set Wo the Jamb 432) Item 143 a IS w 2" h. ward e r e Mew. Thee am (4) at each Vertical 4 jamb, from the top don" at 13S'. 311.ACTIVE 4a. r k 60'. Them are (2) at the header h at 4' ham the outside earner* of the N7.S of rt.. frame, there ere (2) 113 a ja , 2-1/2- ti ;f'. m i t°'{'1}. ,;. w p111, ood f t wmwateltt 4' from MeF•sl Odt7ds comes, tit• a i i{ v 4 S paz6 ;•' S sH Wr RIOR 36 43 a"' w 4129 44is N 17 75 n OPTIONAL SURFACE ACTNE PANEL I. 1XWK t3,LL ( n'tLI SW OESICN PRESSURE CHARI) eS g 3 HORIZONTAL CROSS SECTION 6 I 22 Omm insa 24 a B 27 SEE NOTE 1 ' B 7 OA43 33Iw,c' RVE AtxIVE J0 C1DMIQ g P. La 13 s< 36 g 10 37 45 cam t12 4 12 fit} 1" N.rs. 9 1 HORIZONTAL CROSS SECTION 18 z HORIZONTAL CROSS SECTION ems on X a LFS 6 6 FL- 1S000.4 n e--rLarl M O b.ii. 4. 6• LiJ 1J..J 4• 4• rI OPENING IIjI I AkASTRAGAL E/0OPENING FORi BS ASrRAGAL A I I flSHOWN t SHOWN FORL REFERENCE s a 3F : I a I I 2x BUCK 1 a Fs ' 2X BUCK I I a I I I r " d d MULLION( MULUON SHOWN FOR OWN FORPREFERENCEIIREFERENCEE II I II i ii a a d iy ld 000R w/cmmnFc DIr=K 9 BUCK ANCHORING, 4• G 6 u .HORIN . m w, Kr II 3a II MASONRY OPENING II II II T II MASONRY OPENING HEAD JAMBSII I I k JAMBS 11 II I II 2x BUCK 2Y BUCK CONGeiETEANCNORNOTE3: II `WON Il12 1. Concrete andwrbcZ; al the camar maybe 0* sted to mabsloin the mh edge dbtatsce to moRar jdnts II SHOWN FOR II I REFERENCE 11 32CanesetednrhorbeutoncnotedasAWCCNCENn9rff) tbeacWedto moirtto7n tta mtrr. d8 dldonc to moMo-Jotrib, admttond conaclo anchors fha hVJC ON C9ilFR'dussavfon arerot e ssded I I I I I MULLION 1 I eO1 cf 4 ` 3 Concrete crWte SHOWN FOR I I a o II REFERENCE II II IIamoc 02/2A/12 ITW u 1r Ts i SINGLE DOOR W/SIOELfTES 0 N0' SUCK ANCHORMC SINGLE ODOR BUCK ANCHORING FI.- l3000.4 a s.:• ct+=•_._ E a]teUVC.' g4.l aiCANt TAPCON' 1/4' 1-T/4" 2• f ELGO ULTAACON I/T 1-i/4' 1• P e• I• s' l \-' r 1 SEE OETAR. 12' OPENING i FRAAME N — 2% BUCK SEE DErAfL J TrP. HEAD & IYP. a%MELS O wcx DEr"L` In rm. SILL Q,4 I 1 1 t f D' A' DOUBLE DOOR W/SfOEL CONCWFANCHOR N07M- t. Concrete amiw k=fiom ct ffm c=m nwbo acDated fo makltoh lhomin. edge &ft ce to moAarjohfs. 2. Conore!ecnctwbcafiontnat.dar7NAKONC9nWmustboodjLmWto mc*dc h the mau odgo cWc =o tomoltorldnt; cdcWond cm=fe an&om maybe mquted to enwm the WAX ON C8J W dkmo nsbn cm not a=esded. a ConoWeanchortaUe: nEasa.• a n-r:'bt t-__.. _ 1. 1/4" i5t i"i -+'• _ r iCT 4' i Irw TAlCON 1/4' rAlOON° 3nb' 1.1/c WOOD SCROY INSTALLATION MOM f. MaMa61 a rtclshmtlm S/d' adge 8rfarloe, 1 gfd wooclrcewa ( b pravenf ttse rpi.96gatsvpad 0 I ai i. SINCLE DOOR'f Ifs 49s- 1 INSTALLA, nom ` m 10 67 . J DUAL -2- BOLT STREKE PLATES : 0 r 0nr=ti30 E Da_ BOLT SMKE PLATE ff r+ c 9: an rlt IX\\ i a1 o lai NNE, io02 4 (2 = N. rsm g G. ro JK e c an IFS k" m M. e FL- 150W.4 e wr 0 oETAH. ^f` 7 VIEW r . B. A' SEE 1 _ DETAIL( LC u Il/mc t ull MASONRY INSTA4ATCN tO OPENING W/11c BUCK $$ WALLOK ON TVP. HFAD mJA)AS H 1 FRAME _ — I{ 2X BUCK 14 rm. 'ILL SEE_ DETAIL '1 STf DETAIL 4' B- J lA` DOUBLE DOOR CONCRETEANCHOR N07T3: T. Cahoeh3 andhorbcotiorlt at the comers maybe ad'urled b maittoln the mVL edge a6fonee to mortar joists 1. Cot)cteteandw IoaofomnotodasMAX.ONCFSIi@Pmtatbaad)tatedto mdnttih the aft edge dbYattce to t1)mdaribft, addrmnal eoncate anchors maybe requ3ed to ensure the MAIL ON CWWdhwmon am not ca meded. 3. Cmcreteanchor tobw 0 NOW OWNDIA M. W o TAPCON 1/ 4 1•I/1' Y 4 FFW TAPC CONe 3/14' 1 -I/O 3' 1-Irr SCREW BdSfALIATION NOt13 otwaod 1 Cl A' V• 1 .. W/2% BUCK MASONRYI v—'... a.. — OPENING irP. tsFAo 4"s FRAME 2X BUCK SEE DETAIL 5. v 14 TfP. SILL — i INEW 'C =' C' WEW A•— A' C n' SINGLE 000R 49 0 30 W/2X BUCK 13 0 31 W/iX BUCK INSTALLATION 31 SOINSTALIA170N 13 W/ix BUCK 4a INSTALLATION t2 DETAIL ' 2' 13 ASTRAGAL & SURFACE BOLT 10 STRIKE PLATES O HEAD 10 O w" '• t0 31 C pEGIL ' S' W/1X BUCK 50 0 INSTALLATION W12x SUCK 13 30 INSTALIA0 DETAIL 't' SURFACE BOLT STRKE PLATE DETAIL '4O THRESHOLD Ft—ls000.4 3 Tit' I 3 A IN4 TS. 2r 341 1 18AE' 18 8' wr ` Y 1BS 14.$ gg isQ6v 27 - 27 7YP. TYP,N a • • r1910' o w l2S 1" r 0. 7s oas one--- al-- L 4 SEE NOTE t 0 4 d sraj 1I08 NOTE Z4 ASTitACAI D AR o0a Oz/24 12 N. T,S. oac. qa ,p( a T. THE ASITACAL BOLT HIS A 3' THROW AT THE TOP aoc an LFS w+ ANDTHEBOTTOMa FL- 13000.4 1 Qm IJESOfID m Ifrlrrd r FW MA= AOM SW p]I UR TM FBEItC Z or TIlMyh- J WA pdd cam701 fj<-)-4 ao Fd nwam u ey my .m d 6 Izk)-w pit1II FA0 t r000 ooFrPostTe I FC WIN STU 4 fC FMIiE 576E X.24J S FL swou o fwm Lftz fm a tare o rFwEs9op 0 1 HK .Mr 10 0 r 4 PN. FOOD 5433, If I000 PI pal f.000IQ7E WfarDAQ1G 10 AO Jor oa TOULw eta0r OoxrOUPHc TO user oo 1 10 r 2 Wm 5= SWIF am IJ r 1 m zcw SIM I 14 fAr r 7-I mr PRI is Z ESQE H]n0p poor .UM ErIIAM VM 4 ar ewr 56 1- Qa Epp 17 VAX T 4' SM UqZK 00 19 MF AMWM QT M 60m Mor•M1lD OV439MA FmSD-C:U JIYB SCE F 7J MWtYf ADaOtC- STCFI u MAM%M ANTRWO4 AGYK+tiU u AS11P= FUM MaS7 Amwat I7o9f 60T RFA?rEII AtLUM 4 x em u - MOm 0 r r-1 Lr. PAIMGAO VW JIM SDMV SIM KWK ommu DOTI011 SStp yIQ if4 r I-S RMEK—FLAWD SMym SIRfACEUOU SINn FLAIF SIM 31 Ito r ZAT 1911IN RAWM WOW ZFMV srmT1caumOAMVWE -4 vNj_ 949C LIP Lfir FAM mv PIA571C lD t/tE mw do BWdc Aw mmmm me µym A Shan SCE SME 4J 37 fo r I- 4' LQ IT" NoOa saw STU 14' r Plif F1Do 06 !IR r SM srm 9 111W.RN PAF ON64,31 JE sou SnA 49 3LUK CVU Off Mj SANE 41 10 r 1 I1r FL4= W smm r 7' L6 PFH WOW $MW smz 44 J r J1r O MIR ON Nr& •fJNRD FM mm 6 1 L r D(o U JIM M ill, Sim 6 m S!d ICE i7:T .7Jsm FIX 47 11-Io Or SOLT V I -M ARME eDSim 3 a r !lA (7R OfNI'iQ.TE Sao SIM 49 S1f4ar TR.QE 1 4 It J-1 1 w MR COME SOU 34 m a0oo MPME 33 k MILEY. a067 l SS IGA£ OUVOM ME ShU 57 153 WT M IM mm CTdfPM CO Kul C 7 O M, rl • u!as tifflairr LL_ 44Ci 2 2 WMf? MAuc FINGER JOINTED PONDEROS4 VI & SC-0.43 JO suRFAcE sou s7ggcE PLATE ! 12 ' _.--• 1 1' I Q L731 Ov W-M DOOR adrrOW SWEEP ANYL CaO- MAX WALL, 03s Aft WALL r5 I Mw S+DFLRE• t9muom BOOT 0.W' EM WO NML WALL FL-I,IWM4 R W 'R W Building Consultants, Inc. B Consulting and Englneering Services for the Building industry C P.O. Box 238 vah1co, FL 33S9S Phone 813.659.9197 Florida Donn) of PNfesdaq(Fn;(n=s Catinrato orAwhodLidon No. 9d 13 Product Category Sub Categoryt Manufacturer Product Name tr Svringing Thermo-Tru Corporatton Fiber C1e9e10" / "Smooth Star' Do DoorssExterior Door 118Industrial Dr(ve a'O lnewing w/and w/out 9tdelites Assemblies Edgerton, ON 43517 Fiberglass Door Phone ( 410)208-1740 Man -hit ed' soaps: This Is a Product Evaluaflon report Issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P.I— (Syatem ID k 1998) for Therms TruCoWralion based ott pule Chapter No. 61a20-3, Method 1 D otlhe State of Floods 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 Llmitafions: manufacturing or distributing the product or In any other entity Involved In the approval process of the product named herein. 1. This product has been evaluated and Is In compliance with the 6th Edition (2014) Florida Butiding Code (FBC) structural requirements includingthe "gh 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 watt dressing orstucco. 3. When used to the'HVHZ' this product is required to be protected with an Impact resistant covering that compiles with Section 1828 of theFBC. 4. When used in areas outside of the'HVF0 requiring wind borne debris protection this product Is required to be protected with an impact resistantcoveringthatcompileswithSection1609.1.2 of the FBC. 6. 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-15000.4 require further engineering analysis by a licensed engineer or registeredarchitect. 7. Inswing configurations do not meet the water Infiltration requirements for the 'HVHZ', inswing units shall be installed only In non. - habitableareasorathabitable (ooations protected by an overhang or canopy such that the angle between the edge of canopy or overhangtoallIslessthan46degrees. S. See draw tog FLA6000.4 for size and design pressure limitations. Sup aiding Documents. 1. as e o TOM Standard TEL 01480337-A,B,C ' ASTM D835.03,ASTM D1929-96 ASTM D2843.99 TEL 01460336-A,0,C ASTM D636.03, ASTM 01929.96 ASTM 02843-rN STT800001 A)3TM Q26.96 16424- 107362 ASTM E84-00a AT187608. 01.106-18 ASTM 01029.96 ETC 01-741-10701.0 TAS 202.94 ETC 01-741-10703.0 TAB 202-94 ETC 01-741-10593.0 TAB 202-94 TEL 06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 Testing Leboratnry Signed by Testing Evaluation Lab.,lnc. Lyndon F Sohmtdt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Troploal 'resting Omega Point Laboratories AMbIlectural Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab ,lnc. Testing Evaluation Lab.,lno. Drawing No. Prepared by No. FL 15000.4 RW Building Consultants, Inc. (CA 09813) w g4N07y,p fitµ%? ija, jR'r aro Calculations Prepared by Anchoring RW BuQding Consultants, Inc. (CA 419813) t ASTM E13000lass Load Lyndon F. Schmidt, P.E. QuallvAssurance Certificate of Participation issued by National Accreditation and Managemeflt; ; Institute, certifying that Therms TruCorporation Is manufacturing rpgproducts w }• % '-I ° ''F I F within a quality assurance program that compiles with ISO/IEC 17020 and Sheet 1 of 1 vj . t-'It` Lon Hicks, VP Operations Wiliam E Rtdh, P.E. Joseph A, Reed, P.E. Wendell W, Haney, P.E. Wendel( W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. SlaneSlaned 8Sealed b Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. SchWdt, P.E. FL PE No. 43409 2*=16 Florida Building Code Online Page 1 of 3 POW Dud eas home Lop in ( user ftho"m HotT." ( Submit SuRhu9e Shaw a fags ( Pu WON ( FBC SIaR ( 5W sz, Map ( Unb —rc h Dus11'"nYe"s1";'. I*ProducteSM Approva[Protessi Puoperw Regulation PloEud aeoravah Menu > g> Appllatlon OeWl FL, x Fu5332-R2 Application Type Affirmation Code Version 2014 Application Statue Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2S60 bsitlinger®mlwd.com Authorized Signature Brent Sltlinger bslttinger@mlwd.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Bftrfor 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-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract expiration Date 12/31/2015 Validated By SOaven M. Urich, PE D Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard YM AAMA/WDMA/CSA 101/I.S.2/A440 200S R1I 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 the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A https://www.floridabudding.org/px/pi app dtl.aspx7param=wGEVXQwtDgdl8572gvdWI... 8/31/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submltted 04/30/2015 Data Validated 04/30/2015 Date Pending FBC Approval Date Approved 0S/06/2015 Summary of Praductt Page 2 of 3 FL !k Model, Number or Name Description 1S332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4"x80' NOW REINFORCED Limits of Use Installation Instructions Approved for use In HVHZs No Approved for use outside HVHZi Yes Impact Resistants No F1,15332 R2 IT 08-OQ500C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressuror N/A evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE SL08078.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-00498C.odf Approved for use outside HVHZt Yes Impact Resistanh No Verified By: Luls Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 51080SB.odf PRESSURE RATINGS Created try Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED OXO REINFORCED 145-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 tI 08-02248A.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R2 AE 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1032.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, X0, XX REINFORCED 961x96" Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL15332 R2 11 0"2249A.odf Verified By: Luls Roberta Lomas 62514 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFM TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512969A.odf PRESSURE RATINGS Created by independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED XXX 143"x96' REINFORCED Limits of Use Installation Instructions Approved for use In HVHZr No Approved for use outside HVHZr Yes Impact Resistants No FLIS332 R2 11 08-02250A.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other,. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512970A.ssdf PRESSURE RATINGS Created by Independent Third Party: Yes IS332.6 SERIFS 420 REINFORCED ALUMINUM SGO SERIFS 420 REINFORCED ALUMINUM SGD OX, XO, XX 96'9964 Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZr Yes Impact Reslstants No FLIS332 R2 u OB-00499C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FI 15332 Ram 5108068.odf PRESSURE RATINGS Created by IndependentFbird Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD, OXO 146'46' ALUMINUM SGD https://www.floridabuilding.org/pr/pr app dtl.aVx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Page 3 of 3FloridaBuildingCodeOnline Limits of Use Installation Instructions Approved for use In HVHZ: No F115332 R2 II 0 I-00501C.odf Approved far use outside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures WA Evafuatlan Reports other. REFER TO APPROVAL DOCUMENT FOR DESIGN &1533 R2 AE 510808B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"0" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZt No FLL5332 R2 II 08-00502C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Reslstannt: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN FL1533Z R2 AE 510809B.odf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143aX96" Limits of Use Installation Instructions Approved for use In HVII • No FLIS332 R2 IT 08-OOS03C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures WA Evaluation Reports other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLtS332 R2 AE 510810B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes rook Neat DEtAaS17:i 1S40 North Monroe StrmL Tallahassee Fl. 323" Phone: AS0 4a7-Ir24 The state of PloAda ban AMEN employer. ramatoht 2007-2013 State of Fbrtda.:: PiftaO Sumo ed is AgM&jkMbtFajguaSUn Reknd Statement Under Harlda bit, amen addresses an pubic ramrds. If you do not wand your *-mall sedan release In nsponao to a publlWracords request, do not and dechonk mail his Mb entity. 4rs0.ad, contact On ofllco by pricings or by traditional mat. If you have any questions, plane contact 1150.487.InS.-Pursuant to Section 4SS.27S(Flmldo Statutes dkethre October 1, 2012, Ikeaaas nansed under Chapter 455. P.S. muu provl6a Me D artrrxM fywithan neq adding" It they haw one, omalb prwW2 rimy be used for on9dal combradcaaen with ea rcerutaa. Hiattim emar addreacea as public retard. If you do not Mesh to supply a peraanal address, plus& proWda the Dapartmmt with an arrua addresa which can be made available as, the public To determine It you are a Iltarae under Chapter 455, P.S., plas& dhd:hE , Product Approval Aacptsr 121 Credit 17AW https://www.floridabuilding.orglprlpr app dti.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 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. 1% 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 MEl49PANE IS THE RESPONSIBILITY OF THE ARCHITECT OR LVGNEER 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 CAJLCULAnoNs. 5. FRAME MATERIAL- S(TRUDED ALUMINUM 6063-75. S. UNITS MUST BE GLAZED ?ER ASTM EI300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD WAKING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STAB( TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN i.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEK:HT 10. FOR ANCHORING INTO 141000 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 S40WN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO 9E CORROSION RIESISTANT. 14.INSTALLATION ANCHORS STALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSL C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TY?E I (OR GREATER). 0. METAL STRUCTURE STEEL ISGA. 33KSI OR ALUMINUM 6063—TS 1/W THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX. XP, PX, XIP. PIX TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 — 3 1 ELEVATIONS I aN I OEMKF m I OAT[ I *aoKo I A I ADDED FLING4 VID FIN NSTALLATION 1 12/10/13 I R.L. SIGNED: lW 2013 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 ft11Ii` S.-••. o( GEE{N4 ai SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES E g.A'20R101ooyftDN0RMIIMV V.L. OB-02249 A 98' MAX FRAME WIDTH ANCHORS TD BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 15 FOR NUMBER OF LOCATIONS REQUIRED 6_ MAX 6' MA IAX AME IGHT L 6- MAX SERIES 420 SOD REINFORCED WITHOUTADAPTER EkTIERM VIEW DES/ONPAESSUAER4TVV A4PACTRAT840 t350PSF NONE W1TNP-16YSU.L 810 CNARI501AND i2FOR OTHER LIMPSRATUJG4 DwwNPRsmAERATm INPACTR477NCi 25.01- 28.6PSF NONE WITH 1- f/IS/LL SW CHARTS03AND 14 FOR OTHER UNITSRAT INOS 6' MAX CNARTOI WITHP- lArSU WHERE W47ERINFB. TRIT87NA69STAIVCEISREOUQIED. i W d csfA,=TY Dsdan ehortQ> StJ 1-fthl s" 1 I 3LO 71A0 420 stas 490 acm Res Ns9 Pas I sea pw INeg d 59' eta 40. 0 WA 14aD a0A 0a 4eD 4OD 43a ie4 40 GL4 I4eA 9.1 i7.1 06A tea40,] 6{ 0 0 CHUTT•2 WITIi2-wrsLL WHERE WATER WFD.TRATTON RESISTANCES NOT REQLMM sEEM77P a SHEET 1 Dsslgn pnessarr char! (P•0 norm ad e40 4aA0 1 3/. 0 1 moo I 4Z0 Km 4tn 0l00 Pas M- 9 P0s Area Pm Neg Pm ap ta ar 4u 4Z0 ssA 6s2 652 4eD4U W WA M4 45A 4M 1 1 l s.• 4• b 4 1 ols OESYAIPIION we I omma ADDED nANDE AND RN INSTALJATION 12/10/13 JPLL CHART0 N7/ Ff I-12'SILL WHERE WA7ER WFQT AAT IONRESISTANCE IS REQUIREO. e•.rn. re euerr. Desfaa pm= ve cherl" Rene sftbp" wwdlbtmlRwl wmft l a0 saao i•. 0 sa si. 0 WA PasI N! p I Pos I Keg IiJ Nsa Pas ea tt0 26A 47b 0 41.7 1 2" 1 37-4 s•naTSO TSDsaa40. 7 Tor s .{ CH4RTi4 w7w 1- 12'SSL WHERE WATER a4FILTRA77ON RESISTANCE 19 NOTREOURED. SEE NOTED SHEET 1 GHARrdU Dosfgn Plssstlrs emit" a1>gee roods TOW Rsrs Ra Fbl atn 7= AO 410 0 A. 0 Poe Nsg Pm Nev P0s Ar4a Pas Nog sL0 7b 7b 7 J 7A 7A 31.1 34A sts 2 qi 2 si0 42• W 2 2 2 31.T 97 03 L00 40. 7 1 4C 31.4 lml0a dsae00r/ oeatloKno M alub Etiltlsiw ToylPYm NOT Rom AOam caa ttA 1 4sA s•A Arts smn Ar4s ame NLe ama r4s m s4A 4 1e a e e s eRs 4 e s e e s a a no 4 a 6 0 6 a e sb 4 e 1 6 1 e e e e MI WINDOWS AND LLC 5.R'ro 1001 W. CROSBY00RS RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9 x 9 ELEVATION maTPOF! a;, 9 01w tV. L. o8- 02249 2 OF 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 0 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX 6' MAX 6' MAX 6` AX WE GHT 6' MAX SERIFS 420 SGO REINFORCED WITHOUT ADAPTER EXITRKIR NEW DBSMPREMRERATM AIPAGTRATWQ P4.0PSF NONE wrrH2-v3rs¢L SEECHAMS Of AND 92SHPET2 FOR OThER UAM RATINGS DfWCWff E WRVMn%G IAIPAGTRATIAIO 26.01-28.6PSF HDHe W W 1-1/ su SEACMMSa9AHDJ4SHl T2FOR OTHER UNITSRATYMW Net"" mescmnmu I WE I ffl mam ADDED FLANGE AND FIN WnMAXION 1 12/10/13 1 RL CHARTJS AbXlbVbraacba• lacaaa AWfMd 5am> s Fmo am Tbbl llawa 01 Sao eo 1 4L6 N aa0 no a4o a6.o Has Amb Hal Jftmb Has Jamb 0= 6ab s" 4 6 5 6 6 0 1 5 6 aa. 0 1 6 5 a 6 6 6 6 sm 6 A a 6 a 6 6 aa, a 6 6 6 a 6 6 0 5 3/B' 2 1/32' 2' 2 IM' SILL i I)r Sal ALUAIDVUM L: 60-75.D53 MICK AUA0" 6L63Td.055TMCK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' x 96' FIN ELEVATION V. L. 1 08-02249 MAU NTS I b"'a 10/30/13 Im=3 OF 10 E OF 1/2" MIN. tav otsaroirm a1E A}PROVm EDGE DISTANCE A ADDED FLANGE AND FIN INSTALA71ON 12/10/13 RL 1 3/8" MIN. WOOD FRAMING EMBEDMENT OR 2% BUCK i BY OTHERS MAX. SHIM _ MAX 10 WOOD SPACE EMBEDMENT r SHIM SPACE SCREW INTERIOR 1/2" MIN. EDGE DLYTANCET—R—Ap illr1. 10 WOOD SCREW WOOD FRAMING OR 2I( BUCK BY OTHERS ocmRfOR LU LI U WERIOR VERTICAL CROSS SECTION 16V00 FRAMlN8OR?XBUCK MTAUATTOAI NOES: 7. IMERIOR AND EXTERIOR FMHES BYOTH04 N0?ShIONWTOR CLARITY. X PEFUNE7ERAND JODVT"SFAtAA/MBYOTF1157STO BE OEGIGAW INACCORDANCEIWTNASTIUEVf2 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT 10 WOOD SCREW WOOD FRAMING OR 2% BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FR4NMIG OR &YBUCK UZTALLA710N MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" z 96" FRAME INSTALLATION DETAILS V.L 08-02249 NTS — 10/30/13 —4 OF 10 Ar v oesa oat rrroven A ADDED FIANCE AND FIN QiSTALV010H 12/10/13 TLL 1/4- MAX. uETAL SHIM SPACE STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING Tr— INTERIOR SCREW 7/8' LAIN. EDGE DISTANCE I D EXTERIOR INTERIOR SILL TO BE SET IN A BID OF VULYEM 116 f10 SMS OR CONSTRUCTION ADHESIVE SELF DRILLING OR EQUAL 10 SMS OR METAL NGSELFDRIW STRUCTURE EX TERIOR SEE SHEET 3 FOR SILL OPTIONS STRUCTU METAL JAMB INSTALLATION DETAIL BY OTHERS METALSTRUCTUREMTAUATTOv VER771:AL CROSS SECTION METAL STRUC UREAIBTAUATON MI WINDOWS LLC R11lL/D W. CROSBY RDS l 9,'' CARROLLTON. TX 75008 r,•v r+ENS ,P y SERIES 420 SOD REINFORCED WTMOUT ADAPTER 0 fyp I WERfORANDE7CMWRFWISK=8YOTHERA 96" x 96" FRAME INSTALLATION DETAILS ATE VF ; rv NOT SHOWN FOR CLARm: TO BE ov orurra c IT I PStMETER AND JOW SEALANrHYOTHH:S DESIOAW INAOCORDANCEWITHASTUE21 f2 q08-02249 i $ ' • • G` jijOPAL 0 7/IIT111111 NTS JDAIE 10/30 13 —5 OF 10 2 1 /Y MIN. EDGE DISTANCE a • Q ' ; 1 1/4' MIN. 1 • EMBEDMENT CONCRETE/ a- JMASONRY1/4" MAX. BY OTHERS F SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON EXTERIOR UPI LL_U INTERIOR SILL TO BE SET W A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16" TAPCON SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS r . 4 d 1 1/4" MIN. a: •; • ; ' . EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWSONRYINSTALLATTON oasrawnow are A.vaovm ADDED FIANCE AND FIN @STALLATION 12/1D/13 R.L. 1 1/4" MIN. EMBEDMENT- J 1/4' 1MX. r21/2" o SHIM SPACEI WTERIOR MIN. EDGE ti DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR OPTIONAL 11c BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONC4lElFJM49ONRY0WALL4TVN SECURED SEE NOTE 3 SHEET 1 NOTfifi I. WMWRAND 0(rS FOR RNISNES, BYOn ERS NOT SF/OWAI FOR CLARRY. E PEMAIETERANDJOfNTSEALANTHYOTHEW TOLE OSSIGNED ATAGCORDANCEWITNASTME2112 AND 00 RS LLCMIWltEooww. P,.!LocrtosBY CARROLLTON, TX 75006 N ENSF"'p oSERIES420SODREINFORCEDWITHOUTADAPTER 96" z 9, OF4*= FRAME INSTALLATION DETAILS A7,` orwxtc oft rao pEv V 06—OZ49 A ifpNA' 1, 111nncNTS1030136OF10 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUC14 BY OTHER; 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4• MA)L SHIM SPACE 10 WOOD SCREWS EXTERIOR LU LUI INTERIOR VERTICAL CROSS SECTION WGOO FRAMING OR PXBUCK &STALLATIM NOTES. 1. BJT9LORAND a7Bi= FWSHES, SYOTHERS, NOT SHOWN FOR CLARITY. 2 FERIMEmAND JON?SEALANT8YOTHERSTOBE DESIONL21 IN AOCOROANCE WITH AS7 n! 82112 0 BE SET IN OF WLKEM 116 RUCTION ADHESIVE UAL SEE SHEEP 3 FOR SILL OPTIONS MIN. IENT 1 3/8" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS rtr o6elema+ are avhovm A A00m FLANGE AND RN INSIMLMN 12/10/13 ILL 1 / 4• MAX. r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMM 0R2X 8VCKN8TALLA7XW MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75005 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS ORnMIC Oho N0. Y, L. 08-02249 F sate NTS IaQE 10/30/13 151w7 OF 10 ENd 9 OF Z METAL STRUCTURE B1' OTHERS f10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE rX J10 SMS OR SELF DRILLING SCREW INTERIOR SET IN WLKEM 116 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL ST f i UCT URE 1METAL L A T10 N NOTM, 1. WrERfOR AND DM30OR FW04ES, BY 07NE.RS, NOTSNOWNFDRCLARIIY. 2 PERIMEFEAANDJO/NT SEALAAfT BYOTNERS M BE DESWED INACCORDANCE NTTMAS7M EYf 12 x5am 1tEv omoavmN A I ADDED RANOC AND FIN KSTALIATION 1/4' MAX. SHIM SPACE T- 7/8' MIN INTERIOR EDGE DISTANCE n 110 SIAS OR SELF DRIWNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STW=RENVSTALLATMN MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 4ZO SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS CRAM oWC rm. V.L 03—OZ249 NTS — 10/30/13 —8 OF 10 a71r APPOM 113 RL In JClsrr 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. a. EMBEDMENT CONCRETE/ '• > MASONRY 1/4• MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 VT3/16-TAPCON SnEWOR I,j Uj f rMRIOR SILL TO BE SET IN A BED OF VULKEM I IS CONSTRUCTION ADHESIVE 3/16' TAPCON OR EQUAL SEE SHEET 3 FOR SILL OPTIONS MASONRY/ OONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VEFMCAL CROSS SECTION CONCRE7ST61SONRY INS MUA710N ADDED FLANGE AND FIN 0MALlAWN 12/10/13 R.L 1 1/4' MIN. EMBEDMENT 1/4 MAX. 2 1/2' SHIM SPACE INTERIOR MIN. I EDGE y DISTANCE Fill 3/16' TAPCON CDNCRETE;/MASONRY a' ; BY OTHERS EXTERIOR JAMB /NSTALLAT70N DETAIL OPTIONAL 1X BUCK GONCRETE/MASaVWMrALlATON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 AWES 1. NNTDTNORANDOMERNORANISH6% BYOTHIMA NOTSIRMNFOR CLIRFTY. 2, PERALE AND JOI TT'SEALANTBYOTHERS TUBE OWASVED ANACCORDANCE IN"HAS7ME2112 MI WINDOWS AND DOORS LLC \\\11R11!toii 1001 W. CROSBY RD `\\? ..... f,ECARROLLTON. TX 75006 ` v •\T;ENs 4 SERIES 42D SGD REINFORCED WITHOUT ADAPTER ttW-Aii 96" x 96' FLANGE INSTALLATION DETAILS %: OF . Deane ouE an Na ftv0849A /'S12NIAL 1G\\ NTS 10/30/13 air 6 OF 10 own" WOOD FRAMING 1/4' MAX SHIM SPACE av oexArnoei A ADDED FIANCE AND RN INSgLLA1TON o .ppFt m tyro/13 R.I., BY OTHERS INTERIOR 1 5/8' MIN. EDGE DIST. MIN. TRIM ` 1 1/4' MIN. EMBEDMENT INTERIOR EMBEDMENT MASONRY/CONCRETE • T BY OTHERS 1B WOOD 1X BUCK BY OTHERS. SCREW FXTERk7A HOOK STRIP 1X BUCK TO BE 7/16' MIN PROPERLY SECURED EDGE DISTANCE 3/16' TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAanNOOR2XBUCK MrAu.A7VM HOOK STRIP INSTALLATION AUSONRYAANCREfE 1 1/4' MIN. EMBEDMENT METAL STRUCTURE jle WOOD W000 BY OTHERS SCREW BY OTHERSINTERIOR TRIM ING TRIM 1/ 4" MO. 1 3/8' MIN. SHIM SPACE EMBEDMENT INTF41OR 7/ i6' MIN EDGE DISTANCE HOOK STRIP HOOK STRIP 10 WOOD 10 SELF DRILLING yCREW SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR ORINTERLOCK INTERIOR EXTERIOR NOOK STRIP INSTALLATION HOOK STRIP INSTALLATION ZX 8UC QM?OQO FR4MAV METAL STRUCTURE MI WINDOWS AND DOORS LLC R 't O,y VERTICALCROSSSECTION1001W. CROSBY RD 5 . , KWDFRAAIINOOR2XBUCK PLSTALLATION CARROLLTON, TX 75006 FOASUlU&TALLATOVSEE SHEM46. SERIES 420 SGD REINFORCED WITHOUT ADAPTER A 0 = T. lMFIiIORAIm DfTERIOA RAOSFfFs, BYOTHERS, OK x TAL NAILFlN HOOK INSTALLATIONDETAILSC TA OF NOTSHDWNFURCLARlfY. a pG OKOM owe Nm aEv s.'c,[ORiOp G`. cis E As7MOE2ERsTo9EOBA /'//S/O111A11l?```` NTs am 10/30/13 ww10 OF 10 Ll 41 pimsols 1C' MIN. ° WE AMMM EDGE DISTANCE A ADDED CKWTS 03/05/12 R.I. B REVISED PER MN TE50NC 10/15/13 R.L 1 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L WOOD FRAMING EMBEQM OR 2X BUCK _j BY OTHERS 1 3/8' MIN. 1 /4' MAX. 1/4, EMBEDMENT r SHIM SPACE MAk SHIM { INTERIOR# 10 WOOD SPACE 1/2" MIN. SCREW EDGE DISTANCE aa EKTERIOR INTERIOR Ll no 10 WOOD SCREW SILL TO BE SET IN 10 WOOD A BED OF 116 SCREW CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 EXTERIORFORSILLOPTIONS WOOD FRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X SUCK BY OTHERS WOODFRAM/NGOR2X8UCKWSTAl1ATTON 1 3/8' MEN. EMBEDMENT VERTICAL CROSS SECTION WOOD FR4MM OR2K9MKWSTAIIAMW MI WINDOWSWW. CRODOORS LLC 1SOY RRo CARROLLTON, TX 75006 ` y G HN@; y y SERIES 430/"0 XIX SGID G w-TA-fj;e0gtFW',I 143" x 96" REINFORCED1.INTERIORANDEMFIORFWISNEA6YO NEASL FRAMEINSTALLATIONDETAILSCLARYTY22PSAfOrMEANl0% NrSff4iANTBYOTHBgSTOBE mto owCno w •:2GRV 6 DES7GNEDOVA000ROAAICEWRHALTIWW12 pA 08--00503 C //07, Ai.\` NTS — 02 23/09 — 3 OF 9 /lllli111 METAL STRUCTURE BY OTHERS 10 SMS OR SELF ORIWNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SEC77ON METAL STRUCTURE IMALLATION NOTE 1.ft0B WRAND0nERIORRNS4ME 9Y0TN&K NOT SHOWN FOR CLARITY. 2 PERONETERAND MOM SEALANTerOTMRSTOBE DESIONW lNACCORDANCE WITNASITN2211E 1/ 4' MAX uSHIM SPACE 7 10 SMS OR SELF DRILUNG SCREW INTERIOR 7/ 8- MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULKFJ.1 116 RUCTION ADHESIVE UAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1/ 4- MAX. SHIM SPADE IJCI& KIUK Foul" A ADDED OMS 03/06/12 RL 8 REVISED PER NEW TESTING 10/13/13 R.L C ADDED FtM10E INSTALATTONS 12/06/13 R.L JAMB NSTAUATION DETA2 METAL STRUCTU IE INSTALLATRM Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 7SO06 SERIES 4.30/"0 XIX SGO 143" x 96" REINFORCED FRAME INSTALLA110N DETAILS or< utre mic ho. F. A. 08-00303 NTS — 02 23/09 JsHIrr4 OF 9 I1lO/ z CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK M BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPOON MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. EDGE DISTANCE a' E 1/4' MIN. EMBEDMENT 1 1 /4' MIN. USEDMENT 2 1/2' MIN. M :. .. EDGE DISTANCE 1/b' MAX o SHIM SPACE 3/16' TAPCON 3/16' TAPCON CONCRETEBY /MASONRY EXTERIOR NTD410R SILL TO BE SET IN A BED OF VULXFM 116 CONSTRUCTION ADHESIVE mi. O/R—EQUAL HEET 2 FOUR SILLL OPTIO14S VERTICAL CROSS SECTION COWRETS ASONAYINSTALLATION 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 1/' MAX. I r4S1SPACE INTERIOR FMnSM Rw mmwmm ouE APREOVT A ADDED CKWM 03/05/12 R.L B REVSED PER NEW TESTING 10/15/13 RJ.. C ADDED F1/JdCE DRSTi{LLATIONS 12/06/13 RL 11 EXTERIOR IAMB INSTALLATION DETAIL OPTIONAL 1X BUCK =NDAE75U4S0*W1NSTALL4T70N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTEMORAJD SaSR 0R ANISNES, BY OWERS NOTSHOWN FOR CLARITY. E PE RMTERANDJOINI'SEAIANTBYOTHERS IV BE DEMNED WACC DR04WC-6 MMASTV &I12 MI WINDOWS LLC a. 1W. CROSBYRDS CARROLLTON, TX 75006 SERIES 430/ 440 )(IX SGD 143' x 96' REINFORCED FRAME INSTALLATION DETAILS WtAw: vwo Na REV F.A. 08-00503 C TUn6 wm wn. 02/23/09 ISMS OF 9 OF OOD FRAMING OR 2X BUCK BY OTHERS 410 WOOD SCREW EXTERIOR ID WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. FAIBE' ENr I/4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMM OR 2K8VCKGWSrALL1TTON NOTES L 04TERFORANO EXT12 lOR RNISHEM BY OTHERS` NOT SHOWN FOR CLAATTY. 2 PERIMETER AND.ONTSEALNITBYOTHERS TOBE VSVGNEO INAOOOROANCE N7THASTMEW12 1 3/8' MIN. EMBEDMENT T- 1/ 2" MIN. EDGE DISTANCE f10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING L OR 2% BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT roomom lv oescn nal am Arwmv® A ADDED CHARTS 03/06/12 RL B REMSED PER NEW TESTaIG 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 1 / 4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETarL 10000 RiAMNlQ OR 2K BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75005 SERIES 430/"0 XIX SOD 143" x 96' REINFORCED FLANGE INSTALIATION DETAILS OWOII4 WIG m F. A.08-00503 was NTS I Oi°E 02/23/09 jgw6 OF 9 J•' • ENs ga IiM_ J.hS'1l '. METAL STRUCTURE BY OTHERS f10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS VERTICAL CROSS SE07701V W7AL STRUCTJREMSTALLATICW momsS T. UNTERUORAND saERfQR FfffM USC BYOTHERA NOTSUIOWN FORaAR(TY. 2 FERIMETERAN17 JOfNlSE4LINT OY01HERS rO BE DEW&WDW ACCORDARCE WTHA6WE011E 1/4' MAX SHIM SPACE OR 7/8! MIN. LUNG EDGE DISTANCE T-- 10 SMS OR SELF DRILLING SCREWS D BE SET IN OF bULKEM 116 RUCTION ADHESIVE UAL METAL STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPTIONS rtLN90If! 11EY coammm WE AnwaYm A ADDED CKA= 03/06/12 PLL. 8 TEASED PER NEW TESTV49 10/15/1a pi— C ADDED FLANGE INS7ALLAnoNs 12/00/13 R.L. 1/4- MAX. SHIM SPACE INTERIOR n EXIFRIOR JAMB INSTALLATION DETAIL METAL STFUOMRE INSTAL LA17CW MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS wuYx: aro Ka F.A. 08-00503 ME NTS IBM 02/23/09 1 a"'7 OF 9 F9dO i>t 601F - j'nicS;:C ORNY: G$w HIM C2 1/2' MW. CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS t • a; _ y ' . 1 Ile MIN. OPTIONAL - Ix BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 EMBEDMENT 1 1/4" MIN. a' EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 1/ 4' MAX. SHIM SPACE 3/ 16' TAPCON 3/ 16' TAPCON CONCREtE/ MASONRY — EXTERIOR INTFRIOR 3116' TAPCON , I I I 1 1111 1111 SILL TO E SET IN E .• VULKEM OR EOLIAL CONSTRUCTION ADKES" SEE SHEET 2 FOR SILL OPTIONS 1 1/4' MIN. EMBEDMENT VEFMC4LCROSS SECTION 2 1/2' MIN. OONORETE NA510NRY6VSTALLAi70NT-- EDGE DISTANCE FMVMKKs For I mI aA1t APPR6.FD A ADDED CNWtTS 03/00/12 R.L 8 I V= PER NEW TESTING 10/15/13 R.L C ADDED FIANCE NSTAUATOWS 12/06/13 RL 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK JAMS INSTALLATION DETAIL TO BE PROPERLY CONCRETSWS1pNRYRVST'ALLATION SECURED SEE NOTE 3 SHEET 1 NOTE& 1. PREWORAND EXTSWRRN6FUM BY OTHERS NOTSHOWN FOR GLIRITY. P PERAfETERANDJOWrSEALANI'BYOTHFRSTORE DESKIN® W ACCORDANCE W rHASTM E2(12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SOD 143" X 96' REINFORCED FLANGE INSTALLATION DETAILS awree an m F.A. 1 08-00503 sear NTS — 02/ 23/09 —8 OF 9 J`•0EN8 9a A. date 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — 4' MIN. DMENT L, T 1X BUCK BY OTHERS. PR BUCK TO BE• PROPERLY SECURED IM EXTERIOR _r `PANEL INTERLOCK HOOK STRIP INSTALLATION A44SONRY100HCFWM INTERIOR TRIM HOOK SmP 1 3/8' TAN. EMBEDMENT 110 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2KBUCKWOOOMMONa RE1'L1 = lad T,aCRPNK wr m A ADDED CHARTS 03/06/12 R.L LSfO6REVPER NEW TESTING 10/13/13 R.L C ADDEF! FIANCE INSTALUMONS 12/06/13 0JL METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION NETTIL 57RUGTURE NOTES 1. TIVTSwvoR AND EXT &wR F9d16HM 6YOTHERa NOT 6HOHM1 FORCLANTY. Z PE RAMRAND JOW BEAL4NP6YOT MS rO BE DEXOMOINACCOROANCE MTTHASTIH E2112 MI WINDOWS AND -DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SOD 143' x 96' REINFORCED HOOK INSTALLATION DETAILS CROW ONO xo. F. A. 08-00503 i y G E NB','Ta ITIe_ Jw"ffitl 10/27/2016 Florida Building Code Online SCIS Home 1 Log In 1 User Registration • Hot Topics I submit Surcharge scats & Facts ' Publications 1 FBC staff ! SCiS site Map Links Search Florida r Qb. Product Approval USER: Pudic User tir > Product Aooroval Menu > Product or Aoohcahon Search > Aoolication List > Appikatbn oetall FL # FL9174-1111 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9174 R11 COI Cert of Ind Scates 2011 s.odf Standard Year DASMA-108 2002 DASMA-115 2005 https://www.floridabuildirlg.org/pr/pr app dll aspx?param=wGEVXOwIOquflIJRfWxf6u7oin10heH%2bRKJkizESWxAzegKuY8GeGO%3d%3d 1/6 10127/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # Model, Number or Name 9174.1 5120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method 1 Option D 04/06/201S 04/28/2015 05/04/201S 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 15.30/-1.7.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 I S120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 tt0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 it 0228 3189S8 P7.odf FL9174 Rll 11 Track Suoolement Chart PIO.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 It 0229 3189S9 P8.odf FL9174 R11 It Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9t74 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 2t". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0230 318960 PLO.odf FL9174 1111 It Track Suoolement Chart P10.odf FL9174 R11 If WD1ambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 11 0231 318996 PS.odf FL2174 Rll 11 Track Supplement Chart P10.0df FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 R11 If 0234 3t9022 PS.odf FL9174 R11 11 Track Suoolement Chart PIO.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 5037 hops://www.floridabuilding.orglpr/pr_app dU.aspx?param=wGEVXCmADqufl1JRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 2/6 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 r1 s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 1.6' 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 Rl l If 023S 319023 P6.odf Approved for use outside HVHZ: Yes FL2174 R11 lI 319040 PI Post.odf Impact Resistant: Yes FL9174 R11 If Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 H WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 1111 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9t74.7 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 R11 11 0232 318999 PS.odf Approved for use outside HVHZ: Yes FL2174 R11 II Track Supplement Chart P10,odf Impact Resistant: No FL9174 R11 11 WDJambSuoolementP16 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 6S3.odf door. FL9174 Rll AE Eval Rent 9100 rl s.odf FL9174 Rl1 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 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 R11 If 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 Ri l If Track Suoolement [hart PIO.odf Impact Resistant: No FL9174 R1l 11 WDJambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 RI1 AE ASTM A 6S3.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL2174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 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 R11 i1 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.odf Impact Resistant: Yes FL9174 RI 11 Track Suoolement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 It WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE S1737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 R11 11 0237 31902S P6.odf Approved for use outside HVHZ: Yes FL9174 R11 If 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 It WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes hops://wwwflorldabuilding.org/pr/pr app dll.aspx?param=wGEVXQwtOqufl1JRfWxf6u7cin10heH%2bRKJkizESVVxAzegKuY8GeGQ%3d%3d 3/6 10/27/2016 Florida Building Code Online 19174.11 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24". Glazing ax0600 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: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 Rl1 If 0600 319026 P4.odf FL9174 Rll lI Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 r1 s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24" Glazing ax0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 R11 II 0601 319027 P4.odf FL9174 R11 If Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 19174.13 15120/S140/6100/9100/9400/9600 116' Max width. l0' Max height. Max section height 24". Glazing rY0602 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 Rll II 0602 319028 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 Rll II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 20145.2df Created by Independent Third Party: Yes 19174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing aY0603 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: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0603 319029 PS.odf FL2174 R11 II Track Supplement Chart P10,odf FL9174 R11 lI WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 20141.odf Created by Independent Third Party: Yes 19174.15 15120/5140/6100/9100/9400/9600 I l6' Max width. 8' Max height. Max section height 24" Glazing rx0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 II 0604 3t9030 PS.odf FL9174 R11 lI 319040 P1 Post.odf FL2174 R11 II Track Supplement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/S140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing tt0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RI l It 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 It Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 If WDJambSuoolementP16 s.odf hops://www floridabuilding.org/pr/pr app dll.aspx?param=wGEVXOYADquOIJRfWxf6u7cinl0heH%2bRKJkizESWxAzegKuY8GeGO%3d%3d 416 1027/2016 Florida Building Code Online Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 19174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing tt0606 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.S0 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 R11 H 0606 319032 P6.odf FL9174 Rll II 319040 Pt Post.odf F19174 Rll It Track Suoolement Chart PIO.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE S1737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 6S3.Ddf FL9174 R11 AE Eval Rapt 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 - ef0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.19 1S140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 RI I It 0609 319035 P5.odf FL9174 R11 II 319040 Pl Post. odf FL9174 RI1 II Track Suoolement Chart P10.odf FL2174 R11 It WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE S1737 Created by Independent Third Party: Yes Evaluation Reports FL9t74 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 RI1 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rli H 0608 319034 P4.odf FL9174 R11 If Track Suoolement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0607 319033 PS.odf FL9174 R11 II Track Supplement Chart P10,odf FL9174 R11 II WD3ambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes Back: l Contact Us.. 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: BSO-487.1824 The state of Florida is an AA/EEO employer. Coovrioht 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 mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S., please dick here_. Product Approval Accepts: hnps://wwwftidablblding.org/pr/pr app o.aspx?param=wGEVXQwt0qufllJRfWxf6u7oinlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 56 10r27/2016 Florida Building Cade OrUine RR Credit Card Safe hltps://www.floridabUlding.org/pr/pr appo.aspx?param=wGEVXQwt0qufllJRNVxt6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 6r6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "ore 9 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 1 9 7 6 780 1 9 7 6 800 1 9 7 6 No.51737 p STATE OF u- O.c IOa Q p?N . ONA\\X rII11 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.O. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30ps( DOOR WIDTH = 161t LOAD PER JAMB = 30psl x 16fU2 = 240lb/It 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0- MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE I-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 818.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE ] 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a NdFrc.,/zz, No. 51737 r STATE Of SSONA ` ION 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16h LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT Nore 9 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 1 13 16 800 10 1 13 15 Z101 No. 51737 i 1k' O STATE OF : J/ P • ; 1. BASED ON 318"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2- O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fV2 = 240lb/11 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE S1737 TX PE 56308/F2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB NOTE4 2500 PSI CONCRETENorE' 4000 PSI CONCRETE NOTEi 2000 PSI GROUT FILLED CMUNorEI 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A No. 51737 t Inc 0 STATE OF i• i p • f/ 0' SS IOR Q ONJ 1. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.O. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE 5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT NOTE 2500 PSI CONCRETE "OTC I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMU"oTE I 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 I I IIII/,/, NaerF ZA No. 51737 i* O STATE OF III 1. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4-. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB - 30psf x 16ft/2 = 240lb/fl 5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015. 02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE S1737 TX PE 56308/F2203 Revision P16 REVISIONS wage palton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 1E11 Is No. 51737 O STATE OF '4- S ONi ;MSR TAE3 HERN PINLUMBER.1 Digitally signed by John E. Scates, P.E. Date: 2015. 02.20 09:58:53-06'00' JOHN E. SCATES, K 3121 FAIRCATE OR CARROLLTON. la 7500) FL PE 517 37 11 PE 56306/F2203 PROFES!rAL EF CmECWS SEAL PROVIDED ONLY FOR KPoFICATION OWNDLOAOCONSTRUCTIONDETAILSiF6' MAX. MAXIMUM SPACING FASTENERS PER SCHEDULES I THRU 4 MINIMUM 2A4 STRUCTURAL CRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2. 6 FOR AtTAGHEMENT TO CONCRETE AND GROUT FILLED CMU. TIP. SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT 6' MAX J Doan WIDTH HEADER LOCK L2- 3/4- J 2) 3/8- SIMPSON TITEN HD SCREW ANCHOR W11M A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2- 3/4' DETAIL 1 MINIMUM 2500 P4 CONCRE tf NOIE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2.6 / 3 rHE HEADER LOCK MINIMUM 2.6 /3 Hk HEADER LOCK SOUTHERN PINE ! BRACKET SOUTHERN PINE BRACKET LUMREW, / LUMBER 1 4 -j 1- 1/2' J \ '-1/2- J 4) 3/8' SIMPSON TITEN ND SCREW 4) 1/8- DIA. LAG SCREWS AMC OR WITH A 1-1/1 WASHER AND WITH 1-1/4' O.D. WASHERS A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4' AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4'. 1-9/32- INTO THE MAIN SUPPORT MEMBER. 3 DETAK i MINIMUM2000P51 GROUT FILLED CMU NOTE. MAXIMUM DESIGN LOAD ORT MAXIMUM DESIGN LOAD DATE NAME CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. PRAWN 5 24 07 CRT SHEET I OF 2 CHECKED DRAWING PART NO REV JAMB CONNECTION SUPPLEMENT 324620 1 P16 REVISIONS wagno® Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 N C,?"aF No.51737 444; 0 STATE OF ;•Iy ONffil - II 111w`` Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' ANN E. SCATES, PE 3121 FAIRCAIE OR CARROLLTON. lA 75007 FL PE 51737 lA PE 5630002203 PROFESSIONAL ENpNEER'S SEAL PROVIDED ONLY FOR vERIFTCADON OF MNDLOAD CONSIRUCTKN DETAILS MIN 2500 PSI CONCRETE tlO.IE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3/4• OF SUPPORTING STRUCTURE SHALL MIN EDGE f BE THE SOLE RESPONSIBILITY OF --- THE PROFESSIONAL OF RECORD- I / FOR THE STRUCTURE 3/8' SIMPSON 71TEN HD, 2-3/4' MIN EMBED. MIN 8' BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET 1/4-20A9/IB' TRACK BOLT AMID 1/4-20 HEX NU TRACK DIRECT CONCRETE MOUNTING DETAIL MIN 2 A 4 SPF (C=42) OR BETTER WALL STUD UM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBIUTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE -\ HOLD BACK INTERIOR SHEATHING 5/18- LAG SCREW WITH 1-9/32' EMBED IN CENTER OF STUD (t 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET TRACK BOLT AND 1/4-20 HEX NU SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT NAME DRAWING PART NO. REV. 324620 P16 The Genuine. The Original. MUM Ovarhead Door Corporation 2S01 S. State Hwy 121. Suite 200 Lewisville. TX 75067 Phone 4695497100 fax 4695497281 vomme.overheaddooccom April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 11111f11j, se No. rre{s r STAN OF raNAt E 1 Overhead Door:Corporation,osubsidra.yoisonWaiiowingicorPaatan. Horton .Tonco John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972)492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. C*V . EAR 0% tole FL 09174-117 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. LZ 5> toM FL 09174-117 Drawings TABLE 1. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 to/tk FL09174-R7 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev PS 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev PS 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 4 FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a W deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %" MDF decorative overlay. FL09174-R7 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, Jo n E. Scates, P.E. ( Florida PE # 51737 l0` 6 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer fax (972) 492-0077 1 office (972) 492-9500 February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Statement of Affirmation to FBC 5' Edition (2014) FL 09174-119 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the S" Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 0011Illl/t, X E. BC, ,; V aENaR•F4 No. 51737 Op STATE OF ` J ttl i O.N ••./•1OR14P.Q NX. SSONA; \XN IIIII 1. SNORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWEDOW TOGETHER WITH A MINIMUM OF (6) /B.1• SCREWS INSTALLED IN MP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SMALL HAVE A MAXIMUM HEIGHT OF 13.75• AND A MAXIMUM LENGTH OF 16 7S'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - DOW MIMIMUM SS8 GLAZING IN MOLOED FRAMES GLUED WITH A 1 BEAD OF 80STIK 1100 OR EOUVALENT UNDER THE QU R FRAME AND SCREWED TOGETHER WITH A MINIMUM OF 10) f8W SCREWS INSTALLED W TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING GLAZING SMALL HAVE A MAXIMUM HEIGHT OF 1375• AND A MAXIMUM LENGTH OF 39•. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE OEBRIS REGIONS, GLAZED SECTION REQUIRES 16 W J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-1447/8' SELF DRILLING C IMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3 IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED W TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS} GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.21• AND A MAXIMUM LENGTH OF 50.08•. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REOUIREME1175 FOR WINO -BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY OETA0.S GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14X7/67 SELF DRILLING CRIYPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SMEET 2. 4 VINYL OR WOOD DOOR STOP NAILEO A MAXIMUM OF 6. 0 G MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16• TO MEET NEGATIVE PRESSURES. 5 KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED W PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO JO W MINIMUM FACER STEEL AND A POLYLAMINATE BACKER, ENO CAP TO HAVE A MINIMUM 1.1• DEPTH. 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SMALL BE THE RESPON981UTY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS ORAWING. DOOR JAMB TO BE MINIMUM 24 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOWER OPTION - .0401 MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) /Bat• SCREWS INSTALLED IN THE 60TTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SKATES PE 3121 FURCATE OR. CARROLLTON. TX 76007 a PE 31737 TV PE 563W/FZ203 PRMSSMNAL ENGINEER'S SEAL PROV10E0 ONLY FOR VERFICA00H OF WIHOLOAO CONSTRUCTION OETAILS 1} GA HORIZ ANGLE 1J W MG ANGLE ' 16 GA 4W HORIZTRACK 5/18.1-5/B• LAG SCREWS. YIN 3 AS , SHOWN) le GA MIN VERT TRACK sh6.1-s/e• u SCREW AT EACH JAMB BRACKET t/4-2049/t6• TRAGIC BOLT AND 1/4-20 HEX NUT AT EACH JB JAMB BRACKET LOCATION 1S W STIFFEN JAMB BRACKETS SEE SCMELOULE ROIL OUAMtt, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK BOTH ENDS (NOT , REQUIRED WITH OPERATOR SEE NOTE 5). SLIDE LOCK SHOWN FOR aAaltt 4SECTION SDLID oaoa SHOWN. SEE SHEET 2 COIL u-BAR LOCATIONS ON 000as WITH OTHER SECTION QUANnnfs AND SEE NOTES 1, 2, AND 3 ON TINS SHEET FOR SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT ENO CAPS AND BOTTOM RETAINER, CHANGED CENTER HINGE GAUGE AND ADDED A LOUVER OPTION CHANGED STRUT SHEET IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. GRT 3/8/06 18 W OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SECTI P5 ADDED SUPERIMPOSED 20 GA ENO CAP OESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF BFASTENERSANDCENTERSHEET HINGES REQUIRED FOR NARROWER DOOR MOTHS MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. C ADDEO MODEL 6100 MODIFIED NOTE 8 TO EET STATE THAT LOUVERS ARE NOT IMPACT TYP RESISTANT, CRT 6/6/07 AAI P7 MOOtFEO JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LAIR TRACK DETAIL SWEET 2. CRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE INCREASED MAX HEIGHT TO 8'-0* ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/22/06 P9 UPDATED TITLE BLOCK D GIRT 8/26/10 EDT is — PIO ADDED LONG PANEL IS GLAZING OPTION 5) CENTER HINGES PER JOINT Gel 3/IS/II REQUIRED ON ODOR WIDTHS GREATER THAN 12'- 0•. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-01 JAMB BRACKET SCHEOULE No' OF SECTIONSBRACKETS EACHJAMB) TRACK TYPE LUGAIKIN OF CENIERUNE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2•) 4 6 p JB , 13 01 . 25-1 2 JB . 34 JB , aS-t 4 q • 63 FHE'04T 4 6 FAT J8 • 10 JS . 21-3 4 JB , 28-3 4 JB . 42 JB . 63-t JB5 epJB . t3 01. 2J• JB . J4• JB , s7-1 4' q , Se• JB , 67• q ,75• JB S 8 FAT JB • 10 JB 21-3 4 JB . 29-3 4 JB . 48 JB . 57-1 4 JB , 68• JB , 75-t 2 JB IGH LIFT OOF PITCH SEE NOTE BELOW NOTE, Q B) Fp10W04G DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACKED TO TRACK WITH 1/4-20a9/16• TRACK BOLT AND NUT. q) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TTOO ATTACH TO TRACK. ALL DOORS WITH WON LIFT. ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE YAX DOOR EIGHT MUNIFORM 10A0 EACH JAYS (PLC WIOOORt6'- 0• ALLOTH 207.2/-2J04 14'- 0• ALL 161.J -201.8 12'- 0• ALL 155.4 -172.8 10'- 0• ALL 129 5 -144.0 Wagne® Balton STATIC PRESSURE RATINGS DESIGN ( PSF): +25.90/-28.80 APPROVED SIZES MAX 111 16'-0" SCALE: III DATE SIZE' A NAME TEST ( PSF): +3&85/-43 20 MAX HEIGHT* 8•-9" ORAwN 3/8/06 GRT IMPACT/ CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21• CHECKED 4/6/06 MRS MODELS 5120/6100/9100 WINDLOAD SPECIFICATION OPTION CODE 0230 SHEET 1 of 2 ASION OF OVERHEAD DOOR COIL PENS 9COLA. FLO FLORIDA3is14 eso 474-9690 ORAWING PART NO 318960 REV. P10 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU ENO CAP AT WITH (2)) 1/A-1aX5/6' EACH END WITH (2) 1 /s-14.7//gg C IMPTIWE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) o 1/s-1s.7/B' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-8AR OVER INTEGRAL RIB WITH WITH (2) t/1-1a.5/6' CRIMPTITE SCREWS. THE (8) PRE-PVNCHEO HOLES EACH ENO USE VIEWING HOLE IN SLOE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH ENO WITH (2) 1/+-14.7/8' SELF DRILLING CRIMPTITE SCREWS 15 CA HINGE ATTACHED EXCEPTION. U-BAR PLACED OVER TOP WITH (4) 1/4-14.5/W / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU ENO CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/+-IAX7/B' SELF DRILLING CRIMPTITE SCREW LOCATED ON THEATTACHED) BOTTOM FLANGE OF THE U-BAR UCUL DUE TO CLEARANCES REWIRED TO 2' NYLON STORMGARO INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH o U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SUOES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER INTEGRAL RIB AND ATTACH WITH (6) 1/A-20.5/B' CRIMPTITE SCREWS (2 OF WITH (2) /4-20x5/lr CRIMP SCREWS RU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED. 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF OF U-BAR AND BOTTOM WHICH 15 FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE WEB OF U-8AR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH O PLACE U—BAR OVER INTEGRAL RIB WITH3) 1/4-I4.5/8' / CRIMPTITE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU ENO CAP AT EACH ENO WITH (1) 1/4-14.7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-1+.7/8' SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/I-147/8' SELF TAIL D HINGE LOCATION. USE (1) 1/s-20XS/8' DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE-PUNCHEO HOLE LOCATIONS DETAIL THIS SWEET. 6.3/1V MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2' O.C. MAX-y( 1/6' BEAD GEULTRAG/ / SG40 LASSGs000CAt I STRUCTURAL SEALANT OR ' 1 FACER STEED \ USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH (I) 1/4-/4.7/8' SELF DRILLING CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) ' DETAIL IS 1 I/N4-141.7/B' SELF DRILLING CRIMPTITE W AT CENTER LINE OF DOOR THRU J-STRUT t OPERATOR BRACKET. NOTE., J-STRUT a SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS SEE NOTE 2 SHEET 1 J/ JOHN E. SCATES PE NON-STRUCTURAL 3121 FAIRDATE OR. DECORATIVE INNER / CARROLLTON. TX 7SM7 WINDOW TRIM -- R PC 31737 TX PC 3&=/FZZ0.1 PROFES5.ONAL ENGNEER'S SEAL PROMOED ONLY FOR DETAIL E VERIFICATION OF 1WHOLO&D CONSTRUCTION OETAILS ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) o 1/4-11.7/8' SELF DRILLING CRIMPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3% 18 GA. Bill KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN --- 4) SECTION DOORS WITH (5) 3'. 18 GA. 60 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ---- DETAIL F U—BAR ATTACHMENT NOTES 1. ALL U-BARS SMALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE-PUNCIEO HOLES WITH (2) 1/4-1495/B' CRIMPTITE SCREWS AT EACH INTERMEDIATE MINCE LOCATION, (2) 1/4-140/8' SELF DRILLING CRINPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-SARS ON BOTTOM SECTION - SEE DETAIL B AND 0 THIS SHEET). (2) t s-14.5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY GENDEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION. AND (1) 1/4-14.5/8' CRIMPTITE SCREW APPROXIMATELY 6' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0-. THERE SMALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (16) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SMALL BE A TOTAL OF (16) SCREWS ATTACHING EARN U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SMALL HAVE A TOTAL OF (14) SCREWS EACH. NOW -STRUCTURAL DECORATIVE OUTER WINDOW TRIM L WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER 1/a' POLYCARBONATE SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SMALL BE ATTACKED TO THE DOOR WITH 1/4-14 5/6' CRIMPTITE SCREWS. J 3. 16 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 6' r FROM EACH ENO. STATIC PRESSURE RATINGS APPROVED SIZES wade® DESIGN (PSF). +25.90/-28.80 MAX MOTH: 16•-0 TEST (PSF): +38.85/-43.20 MAX HEIGHT 8•-9" Drdton IMPACT/CYCLIC RATED (YES/NO)- YES IMAX SECTION HEIGHT 2 MODELS 5120/6100/9100 PENSA9COLA. FLORIDA 3251A 1 WINOLOAD SPECIFICATION OPTION CODE 0230 REVISIONS CHANGES TO GENERAL MAT AND CHANGED SAR FASTENER TYPE ENO CAPS AND ATOM RETAINER INGED CENTER HINGE GE AND ADDED IVER OPTION KNGEO STRUT NiIFICATION METHOD M COLORED PAINT TO PGN PRESSURE LOADS SUPPORTING IUCTURE AND 1RIFIEO NUMBER OF TENERS AND CENTER GES REOUIRED FOR RROWER DOOR WIDTHS. B 5/10/06 ADDED IMPACT SISTANCE TO DOOR. DEO MODEL 6100. DtFIEO NOTE 8 TO LTE 114AT LOUVERS E NOT IMPACT SISTANT, T 6/6/07 BRACKET SCHEDULE FOR FAT OPTION. ADDED LMR TRACK DETAIL SHEET 2 CRT 4/17/08 ADDED IMPACT jISTANT GLAZING. ED TEXAS LICENSE ABER TO TITLE BLOCK ANCEO LOUVER NOTE REASEO MAX HEIGHT 8'-9" ADDED HIGH T AND ROOF PITCH LCK NOTE T 7/22/08 UPDATED TITLE BLOCK T 8/26/10 ADDEO LONG PANEL LZING OPTION T 3/15/11 N.T.S. SIZE. A DATE NAME 3/8/06 GIRT EO 4/6/06 MRB SHEET 2 OF 2 DRAWING PART NO. REV. 318960 1 P10 14" MAX 12" MAX 12" MAX I 12" u MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JONN E SCATES, PE 3121 FURCATE DR. CARROLLTON, 1. 75007 rL PE 51737 TA PE 5t1106/r2203 PROFESSIONAL ENCRdCR'S SCAL PROVIDED ONLY FOR VER61CATION Or WNDLOAD CONSTRUCTION DETAILS PLATE LOCATION HEDULE CLIP DETAIL LIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE TYPICAL CLIP BOLTING DETAIL 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RI VI TS 11 GA MIN CLIP SEE SCHEDULE - TYPICAL CLIP RIVETING DETAIL RSW 0.28" 2 / I o I I 13 GA MIN CONTINUOUS / WALL ANGLE TYPICAL CLIP WELDING DETAIL TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF -52.0 PSF Wayne® Dalton 3395 ADDISON DRIVE PEN FLORIDA 325T4TRACKSUPPLEMENTCHART850)A474 tACK-CUPS-TEXAS ALL ANGLE 12 FOOT DATED 1 6/11/03 T UPDATED FORMAT. CREASED ALLOWABLE TESSURES TO 46 00/-52 00 PSF FOR L DOOR WIDTHS. LANCED TEXAS WALL NGLE' TO 'CONTINUOUS ALL ANCLE' ADDED JBSTRATE MOUNTING TAIL, CHANCED TO TEN HD ANCHORS TT 4/2/07 4 CHANGED FORMAT. DDED MODELS 9800 NO 8024 WITH OVERLAY TRACK CUP HEDULE iT 8/21/07 5 UPDATED MODELS STIED IN CHARTS, PDATED SPLICE k CUP CHEDULES LP 9/06/07 6 UPDATE MOUNTING ETAIL DRAWINGS. RT 10/05/07 7 UPDATED CHARTS TO LIMINATE THE USE OF NE M8 CLIP (REPLACED ITH 09 ACROSS THE OARD) LP 1D/24/07 8 UPDATED STEEL OUNTINC DETAIL RB 04/11/08 9 EXPANDED 1-1/2' TO 3/8- DOOR THICKNESS HART UP TO 14' HIGH. RT 12/11/08 10 UPDATED TITLE LOCK RT 6/2/10 DATE SHEET 1 OF 2 DRAWING PART NO REV 307494 P10 2 3/4" t1" EDGE DIST E60XX MIN. 1 /8 2 244 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CLI SPF (G=0.42) OR - BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF d. a ° HOLE LOCATIONS IN LIEU OF WELDIN( 0 44 CONCRETE MOUNTING DETAIL JOHN E SCATES, PE 3121 rMRCATE OR CARROLL TON, Tx 75007 rt PE 51737 IX PE 54300/r2203 PROFESSIONAL CNCOEER'S SEAL PROMOEO ONLY FOR VERIFICATION 01 WMXOAD CONSIRUCTION DETAILS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICELA SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0' 7, 9, 9, 9, 9, 11 16 8'-0' 7, 9, 9, 9, 9, 11, 11 16 9' - O' 7, 9, 9. 9, 9. 11, 11, 11 18 10'-0" 7, 9, 9, 9, 9, 11. 11. 11. 13 18 11'-0" 7. 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7. 9, 9, 9, 9, 11. 11. 11. 13. 13, 13 20 13' - 0" 7, 9, 9, 9, 9, 11. 11, 11, 13, 13, 13, 13 22 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13. 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0' S, 6, 6, 7, 7. 9 12 8'-0' S, 6, 6, 7, 7, 9, 9 12 9'-0' S, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7. 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11. 11. 11 16 13'-0" 5, 6, 6, 7. 7, 9, 9, 9, 11. 11. 11. 13 18 14'-0" 5. 6. 6, 7, 7, 9, 9, 9, 11. 11. 11. 13, 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK HEIGHT OR CLIP #'S FROM BOTTOM TO TOP SLATE 7'-0' 4, 4, 4, 4, 5, 6 8 8'-0' 4. 4. 4. 4. 5. 6. 6 8 9'-0' 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5. 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5. 6, 6, 7, 7, 9, 9 10 13' - 0 " 4. 4, 4. 4. 5. 6. 6. 7. 7. 9. 9. 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0' 4, 4, 4, 4, 4, 4 6 8'-0' 4, 4, 4, 4, 4, 4, 4 6 9'-0' 4, 4, 4, 4, 4, 4, 4, 4 6 110--0-1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 wav Dalton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN ( 850)A474 O9 90 32514 RE VISIONS 2 INCH 1CK-CLIPS-TEXAS U. ANCLE 12 FOOT DATED 1 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SSURES TO 600/-52.00 PSF FOR DOOR WIDTHS. M.E. 'TEXAS WALL CLE* TO 'CONTINUOUS U. ANGLE*. ADDED 9S7RATE MOUNTING FAIL. CHANGED TO EN HD ANCHORS T 4/2/07 CHANGED FORMAT. DED MODELS 9800 D 8024 WITH OVERLAY TRACK CUP HEDULE T 8121/07 UPDATED MODELS TED IN CHARTS DATED SPLICE h CUP HEDULES 9/06/07 UPDATE MOUNTING TAIL DRAWINGS. T 10/05/07 UPDATED CHARTS TO MINATE THE USE OF E M8 CLIP (REPLACED IH d9 ACROSS THE ARD). P 10/24/07 UPDATED STEEL UNTING DETAIL B 04/11/08 EXPANDED 1-1/2' TO 3/8" DOOR THICKNESS ART UP TO 14' HIGH T 12/11/08 0 ADDED MODEL VOID DATED TITLE BLOCK T 6/2/10 DATE SHEET 2 OF 2 DRAWING PART NO. REV. 307494 IP10 Florida Building Code Online Page 1 of 2 Business & Professional Regulation Ilana gltd OCIS Moore 1 Loo In i user Reolstratlon I Mot TopICS ! Subadt Surcharge seats a Facts PublICAWns ! FaC Staff f SCIS Slta Map Links SearchBusinesto, Professi1 Product Approval6!0USER. PublicUser Regulation Product Aearoval Men • > proeurt er Application Searrlr > Application List > Application Oetall FL fF FLL971S Application Type New Code Version 2014 Application Status Applied For 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 Date Validated D Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 lonbenian@slbp.com ion Berrlan lonberrian@slbp.com Windows Single Hung Certification Mark or Usting Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA LO1/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 02/16/2016 FL # I Model, Number or Name I Description Year 2011 2008 http://www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk 1... 2/ 19/2016 Florida Building Code Online Page 2 of 2 19715.1 1 Series 2900/4900 Single Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL19715 RO C CAC 2-4-16 CCL-A.st.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See installation Instructions, SWD002, and Product FL1971S RO If SWD002 SS 2016.02-03.odf Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Partf: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Back peat ContactYS :: 1940 Moab Monroe Street Tallahassee Fl. 32M Phone: e50- 87-1924 The State of Florida Is an AA/EEO awioyer. Corwrtoht 2007-2013 State of Flnrtda.:: Privacy Statement :: Accessib4ev Statement :: ReAmd Statement Under Florida law, email addresses ate public records. If you do not want your e-mall address released In response to a pubOtrrecords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional awl. If you have any questions, pfase Contact f150.4E7.1395. `Pursuant to Section 455.275(1), Florda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have ono. The smelts provided may be used for official communication with the 0censee However emall addresses are public record. V you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please didt here, Product Approval Accepts: M C4edil' 1E http://www.floridabuitding.org/prlpr app_dtl.aspx?parani=wGEVXQwtDgtvAt/D2bxmzkl... 2/19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Z. THE NUMBER OF INSTALLATION ANCHORS DEPICTED U THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF IIn INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS I.E, WITHOUT CONSIDCRATION OF TDLERANCES). TOLCRANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S), MAXIMUM ALLOWABLE SHIM STACK TO BE 1/61NCK SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO V4000 FRAMING USE 46 WOOD SCREWS OR Il GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 2-112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 48 SEIf-TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THR 0 EN ON Sty NO METAL WALL INSTALLATION SHALL MAINTAIN MIN. 31V EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTAUATION INTO WOOD FRAMING USE R10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I -In INCH MIN IMUMEMSEO ENT INTO WOOD SUBSTRATE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASCNRY, 04 DIRECTLY INTO CONCRETEIMASONRY, USE 3 161NCH DIAMETER TTW TAPCONS OF SUFFICIENT LENGTH TO A041EW 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 910 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENEI RA11ION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 5TH EDITION 2014) FLORIDA BUILDING CODE (F6C). EXCLUDING NVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101A.5.2/A440-06/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, IX FRAMING, AND METAL FRAMING AS A MAIN WING FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PIl01ELT OF INSTALLATION. 3. 1X AND ZX SUCKS (WIZEN USCG) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN, REFER TO SHEET FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS O6TARE0 HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-OADE PER OR API. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL- PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED 7 ACCORACCOR VISITS THE THE5TH EDITION F6C. W000 FROMFREECOGCOFCLOCKOREDGEOFMORTARJOINTINTOFACESHELLOFCOMPONENTSINSHALLHAVEBEENPRESERVATIVETREATEDBLOCK OR SHALL BE OF A OURABIE SPECIES AS DEFINED IN CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 3. GLASS MEETS THE REQUIREMENTS OF ASTM E 13W MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS, SEE SHEET 6 FOR GLAZING DETAILS. USEDINSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIED BY THE ANCHOR MANUFACTURER. L4. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWIN3 PROPERTIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OF O.SS. S. CONCRETE *MINIMUM COMPRESSIVE STRENGTH OF 3000 PA. C. GROUT-nLLEOCMU•UNFrSTRENGTHCONFORMSTOASTMCAOWRH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF WDO Pg. 0. HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL. MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.6 MIL (00476' or 16 GAUGE). MIN. Ur EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY E063•TS. MINIMUM WALL THICKNESSOF 1/ 16'. MIN, I/2' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION A GENERAL NOTES 2 ELEVATION 3 A140404 LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS MAIL F.p 5 VERTICAL b HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTALSECTIONS-BUCKINSTALLATION,6"AENG DETAIL MAX OVERALL SIZE fANFT6. OESTGN PRESSURE MESSME IMPACTRATIN6 WCOTHHEIGHT36' 64' O/X 35 / -35 P5F NON IMPACT S6' 65' O/X 50 / •50 PSF NON IMPACT 36' 74' CIA 50 / -50 PSF NON IMPACT 3r 77' O/X 35 / -35 PSF NON IMPACT 44' 62' Ohl 50 / -50 PSF NON IMPACT 46' 1 r O/X 35 / -35 PSF NON IMPACT 46' 64' O/X 20 / -20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 53.75' OhC (ORIEL) 35 / -35 PSF NON IMPACT 46' 96' Ohl (ORIEL) 20 / -20 PSF NON IMPACT 7r 62. O/X-O/X 35 / -35 PSF NON IMPACT Tr 64' O/XOM 35 / -35 PSF NON IMPACT 76' 6r O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/XO/X 50 / -50 PSF NON IMPACT 76' 7r O/XO/x 25 / -Z5 PSF NON IMPACT 60' 7P O/X-0hl 35 / -35 PSF NON IMPACT 96' 74' O/X-0/X 1 •30 / -30 PSF NON IMPACT l06' 6r O/X-0/X-0/X 50 / -50 PSF NON IMPACT 106' 7r O/XOhc-0hc 50 / -50 PSF NON IMPACT l06' 64' O/X-O/X-O/X 25 / 45 PSF NON IMPACT SilverUne brAndersen ruoorF• oeeu ONE SMVM" DINE r. aIITN TFuvnwuK wa4Fa Nh ( TSTX'3S-I= m 7 m pH _ 17i 2 m a < m W o. Iwo C iI I$ l3.,-j 6 IS4z I Digitally signed by Hermes F Norero, P.E. S W D OO 2 Reason: I am approving this document FL#: FL19715 Date: 2016.02.0309:40:44-05'00' SHEET: 1 OF6_ MAX. FRAME MAX, FRAME Silver Line WIDTH 48• byAji ersm s e wcoTH 4a• — 4 4 8 E K7114S YI••OYf •Off f OIF F6.EAl.DE OO1VE ni0 n1 Uaonwicr. fU anOt f14, 03n gllmD F F F F S • o" 5 ! 3 St m 4 4 C •Ol C pQQ o3 Zf+'^ MAXHEIGHT6E HEIGHT96, w = MAX FRA f'i ?' ~ QUALIFIED CONFIGURATIONS "' W 01 ARCH TOP CONFIGURATIONS FOR ALL 25011901 1 aC RATINGS, SINGLE UNIT CONFIGURATIONS , X• I 1 N W a a o F 6 WF- Q A 4 s 9 m ELEVATION ELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O H Z H MAX. FRAME WIDTH 96• WIDTH 108E LU ;n QUALIFIED CONFIGURATIONS s E 4 s ARCH TOP CONFIGURATIONS FOR ALL 29024902 RATINGS, TWIN UNIT CONFIGURATIONS F F f f Z T e i A. EPA MAX FRAME _ O. : HEIGHT 74• mi'm MAX FRAME •x• •x• •x. b' ' i $ HEIGHT84• y * pFiO```` ca iu ZhsELEVATION4@ELEVATIONDWs# TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW w t) 00 2 SHEET* 2 OF 6 2" MAX 11' MAX FROM O.C. CORNERS I MAX. O.C. 2' MAX. FROM CORNEQSL L 1 T— HOTDM.eTVNMATbP50'SE SMALL FE ANNMED M" 6-Of. ATNEAO.IA". AM MLL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX FROM . 4 1/2' MAX. CORNERS O.C. 41/2' 0.1 2' MAX. FROM CORNERS 1 AAX.J L 41/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX ROM . _ 6' MAXF CORNERS I r- O.C. 6' MI O.0 ImominIN0 1' MAX. I 6' MAX. FROM --i O.0 CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. 20• M CORNERS r- r AXO.C. 6' MAX. l2' MAX. 6' MAX. FROM FROM I- L 12 3/4' MAX. CORNERS O.C. CORNERS I ' O.L.6====l 20• MAX O.C. L 6' MAX. FROM CORNERS L t ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 161i IL I 6• MA . PROM CORNERS 161/2' MAX O.C. ANCHOR STRAP FROM J ----__ANCHOR STRAPP/N SCORNERS FIN 50-2995-2 SEESHHEETEET -2 S FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW Sllbvl' MC fel nee•. ee ses OBE 56sE4D4 OSNE NonN Fevo.vrccwoFSo: pS: I usNOP L m A k VI O w w p .. m i N 40 W [R. Z a m 1^^ vIZ Oo Lu 1* R J%n V6 # SWD002 BEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS sib WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER LZ SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR I O.A. UNIT SEE GLAZING DETAIL. SHEET 6 1 1/Z' MIN. EMBEDMENT l INTERIOR B1 VERTICAL SECTION a / MEAD-ZXWOODBUCK NAIL FIN SEEGLAZING -\ TT DETAIL. SHEET 6 EXTERIOR INTERIOR 3/ 6' MIN. EDGE DIST. 1MAX. v4• MAX. SH*.M SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET 65 INTERIOR HEIGHT / / IN PERIMETER } SEALANTI BY OTHERS \ 1/4• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 18 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. 2X W000 BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO °• CONNECTION DETAILS p• . a CAULK BETWEEN a ! CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X • BY OTHERS WOOD BUCK BY OTHERS 1 1/ 2' MIN. EMBEDMENT VERTICAL SECTION q SILL- 2x WOOD BUCK NAIL FIN EXTERIOR O. A. UNIT WIDTH MIN. 3/ 6' EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 08 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET IINSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 4 JAMS - METAL STUD NAIL FIN SilverUne tYAr derseTI oore.eoaee O+F uims =wca HOITI eouras+r¢w cool PH: PR141000 d vi^ 2f Z a! oC oddf1 Z 0S Z ca JZ W 5oz m OZ Lu w 0n •.. t ' D m hmJlAo$ 3 Z a DWG #: SWD002 SHEET: 4 OF L 10 WOOD SCREW INSTALLATION ANCHOR 3/4' MM CONCRETE/ MASONRY E06E DISTANCE 2X WOOD BUCK/STUD BY OTHERS BY OTHERS SEE SHEET 6 FOR 1/4• MAX CAULK BETWEEN ; °• CONNECTION DETAILS SHIM SPACE CONCRETE/MASONRY .' a` SASH REINFORCI7N6 SEE SHEET 6 FOR REQUIREMENTS BY OTHERS SEE GLAZING 11/2• MIN. DETAIL SHEET 6 EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR PERIMETER SEALANT _ I MAX. SHI BY OTHERS SHIM SPACE O.A. EXTERIOR / UNIT INTERIOR HEIGHT SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION 5 HEAD - 2x WOOD Bucx THROUGHFRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP UNIT / P/N 50-2995-2)' DETAIL AT HEI6RT RIGHT FOR INSTALL. REQ. 1/4' MAX PERIMETER SEALANT SHIM SPACE BY OTHERS P11/4"'MIN. EXTERIOR FINISH BY OTHERS o- PRECASTSIl f a BY OTHERS 3/16• ITW TAPCON a INSTALLATION ANCHOR a t 3/4- MIN ° EDGE DISTANCE VERTICAL SECTION 5 SlU-CONCRETE/MASONRY THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED To ACCOMODATE #14 OIA. 0,0620 MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN,1/2• EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MU W ON THROUGH FRAME 0.7500(2))-- 3.0000(2) 'T-6.0000INSTALLATIONANC14ORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN.1.1/4- EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRI.LING SCREWS, GIL 5, PER STRAP, MIN. 3 THREADS PENETRATION, MIN. 3/4• EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN, 1- 1/2• EMBEDMENT, MIN. I- EDGE DISTANCE. Si t, YAMene arc anveanc orarc rani wKSWcoc w anaa rw MM wm uj n 3 ^ 0 W Wy W Cr u t mT• Q < Iwo V) Z 0 V H UJ tn N o u T j; VI m N JU! ee$ 3 5i OF 6 INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION t-R HORIZONTAL SECTION 6 MEETINGSTILE 11 6 INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (0/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (0/X), DESIGN PRESSURE 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-0/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X). OESIGN oRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/XL DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 P5F NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE 5/8' O A. I6.GLASS EXTERIOR / \\ INTERIOR MIN. GLASS SITE 1/2' 0 / -fve• SETTING BLOCK 19 GLAZING DETAIL 1 NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN i' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2, BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" Il W TAPCON ANCHOR 4• FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. L BY OTHERS 11/4' MIN. EMBEDMENT 11/2' MIN. EDGE DISTANCE 2' MIN. E06E DISTANCE CONCRETE/MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverUne byAFldersm F's rnoere•eeees a+l 9I,VELV+E 04'! wea uuwwca w aeem M OW) 477.AOD O W0 O ,^•• / i c$ Z LJ OWG #: SW0002 SHEET: 6 OF 6 ORoWk"UFAMAERSASWICIAXIN Hallmark® Certificate of I alt:IEWDMA Conformance and License CCL x Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. A"°''"`'"'°°8`m"" Systems, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01.109-47 5/21/2015 5126/2025 2286mm x 1219mm (90 x 48)' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psf) 440-H-025.36 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm B9241.01-109.47 7/17/2012 3/8/2017 914x2127mm (36x84in}H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665.2 6/7/2013 12/1912016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/312017 1219x1676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 914x1930 mm (3606 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 511/2017 1118xl905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psi); Negative Design Pressure DP) = 1200Pa (25psQ; Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 511/2017 965xl676mm• (3846in')-Type H; Positive Design Pressure DP) = 2400Pa (50psf); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psi) WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs, INC. NOWDMA Conformance and License CCL4t A°'°'°` Syste ,, a°'`°` Systems, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' (44x62in')- Type H; Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psQ; Water Penetration Resistance Test Pressure = 360Pa (7.52psf) 440-H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016xl829mmm (40x72in)- Type H; DP = 2400Pa (50psf); DP =-240012a (-50psf) 440-H-025.47 29001mpact ASTM E-1996 121ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178.2 7/1r2013 511/2017 E-1886-05 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.49 29DO14900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219xl829mm (48x72in)-H; DP+30/-30; Water Pen. Rsist Test Pressure = 360Pa 7.52psf) 440-H-025.50 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm' (38 x 74in') Type-H; DP +50/-50 psf; Water Test Press 360Pa 7.52psQ 440-H-025.52 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-166751 3/5/2014 2/20/2018 psf 440-H-025.53 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675.1 3/5/2014 2/20/2018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675.3 3/5/2014 12/1212017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 WINDOVV 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs> INC. NOWDMA Conformance and License CCL Adminisum.oabKmern 4Csystcm+Iec. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 315/2014 12/12/2017 965 x 1575mm (-38 x 62 in.)' Type- H 440- H-025.59 2901/4901 Impact ASTM E-1996 121ASTM DP +50/-50 psi, Missile D, 1321 mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 E- 1886-05 Wind Zone 4 440- H-025.60 2901/49D1 Impact ASTM E-1996 121ASTM DP +50/-50 psi, Missile D. 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2D18 E- 1886-05 Wind Zone 4 440- H-025.61 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-47 10/9/2014 81&2018 1219mm x 2134mm (48 x 84) Type- H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440- H-025.62 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type- H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440• H-025.63 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type- H; DP +30/-30 psi; Water Test Press 260Pa (5.43psQ 440- H-025.64 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-47 1/29/2015 8/4/2024 1219mm x 1829mm (48 x 72)' Type- H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440- H-025.65 29004900 Sedes/29D14901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 965mm x 1956mm (38 x 77) Type- H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440- H-025.66 2900-4900 Series/2901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 1219mm x 2438mm (48 x 96) Type- H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440- H-025.67 29004900 Series/2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109.47 3/16/2015 7/2/2024 965mm x 1676mm (38 x 66)' Type- H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 4406- H-025.68 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.D1-109-47 6/1/2015 902025 965mm x 1880mm '(38 x 74) Type- H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ WD- 20 10114109 Friday, May 13, 2016 Page 9 WINDOVV R DOOR MANUFACTURERS ASSOCIATION 11WDMA Hallmark® Certificate of Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. A Y' ae. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-r1 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psi) 440-H-025.70 2900-4900/2901-4901 Single Hung 101/I.S.21A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 2I8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psi; Water Test Press 360Pe (7.52psQ 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/28/2012 8/9/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist Test Pressure = 260Pa 5.43psQ 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109.47 9/24/2013 7/22/2017 1994x1524mm• (79x60in•)-H; DP+50/-50; Water Pen. Rsist Test Pressure = 360Pa 7.52psi) 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-109-47 2/&2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 2/5/2014 9/19/2017 1918mm x 1575mm (7642in) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psi) 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08 Class R-PG30; Size Tested 2426mm 1880 mm C0375.01-109-47 3/WO14 1118/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psi; Water Test Press 260Pa 5.43psQ WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW & DOORMMANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs> INC. Conformance and License (CCL) Admieisygms,Inc. Systrms, Inc. NOWDMA Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceri.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 U12/2015 5127/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psi; Water Test Press 180Pa (3.76psQ 440-H-027.28 2900-4900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5 12/2015 U27/2025 2032mm x 1880mm (80 x 74) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-027.29 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01.10947 8I6J2015 918/2025 1918mm x 1956mm (76 x 77)• Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-027.30 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440.11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-10947 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psi; Water Test Press 360Pa (7.52psQ 440-H-027.31 29004900/29024902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-10947 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-027.32 29004900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62), Type-H; DP +50/-50 psi, Water Test Press 360Pa (7.52psQ 440-H-027.33 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psi; Water Test Press 220Pa (4.59psQ 440-H-028.14 2903/4903/ 70 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/512012 12/16/2016 2737xl575mm (108x62in}H 440-H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1/17/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900I 70 Series 101/I.S.21A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109.47 2/19/2013 1/17/2017 2718x1575mm' (107x62in'-H 440-H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-10947 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WINDOW 8, DOOR MANUFACTURERS ASSOCIATION IEWDMA Hallmark® Certificate of Conformance and License rCCL ) Silver Line Building Products Mir ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. A°""' systmi''°' b``" Systcros, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 29004900 Series/2903-4903 101/I.S.21A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-10947 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440.11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109.47 4/10/2015 4/14/2026 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900/70-2903/4903 Triple Single Hung 101/I.S.2/A440.11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8121/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-028.22 2900.4900/2903.4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psi; Water Test Press 220Pa (4.59psQ 440-H-029.06 2907/4907 101/I.S.21A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-10947 12/28/2012 9/5/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900170 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118xl524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-029.08 29004900/29074907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43pso 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in}H; DP +20/-20psi; Water Pen Resist. Test Press = 150Pa 3.13psi) 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440•H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 WINDOW & DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs> INC. IEWDMAConformance and License CCL IKX A°"'`°`_ ystmi lec. uni-mMan"" Silver Line Building Products Mfr ID: "0 One Silver Line Drive For more Information visit www.amsceil.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540Transom (Specimen 1) 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +351-35 psf; Water Test Press 260Pa 5.43psf) 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: 1245mm 2432mm E6290.01-10947 2734mm 914mm E6290.01-109-47 1c 7 John McFee, VP c 11 /23/2015 4/27/2025 11/2312015 4/27/2025 WDADt Hallmark By. n„ Rhonda Schorr Authorized Representative, AMS Program Sponsor: Program Administrator. Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730. 205 West Main Chicago, IL 60611 Sackers Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.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. 3947 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) 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: l 2/ 15/2015 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' J%IllIIfill, O 4% O 7 _ 0 TT F••''••.......••' Gam. isstONAL E% lillI 1111` Hermes F. orero, P.E. Florida No. 73778 lrl\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 5`" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 5`" 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 5`" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 12/ 15/2015 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization ##: CER1508). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization #f TST1558) Report: Dated: B6430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization ##: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29S78 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4/28I2017 Florida Building Code Online SCIS Nome I Log In I User Registration I Hot Topics dbor r Product Approval0USER: Public user Submit Surcharge I Stan a Facts I Publications I FaC Staff j acts site Map I Links I Search 1 Product Approval Menu > Product or Application Search > Anallrntlon List > Application Detail FL # FL12194-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcolisinc.com Authorized Signature Gareth Rahman grahman@aluminumcollsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcolisinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the 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 f Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 hopsl/www.floridabuilding.orglprlpr app d.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GE0a:62f1CXzYpyxAa/aid%3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 04/05/2017 SuminaryofProducts' .. , ,. . _ -_Jr'i _ •ti^-„ _ -_ _ ___ _ r.t. _-f--_may. FL # _ Model; Number or Name Description', 12194.1 Aiumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use In HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Sofflts,odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports F112194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits,odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1024 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have arry questions, please contact 850.487.1395. •Pumant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: F Credit Card Sate httpsJAvww.floridabuilding.org/pr/pr_app U.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXZYpyxA%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17S20 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5r" EDITION (2014) Manufacturer: ALUMINUM COILS. INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES 911& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TSTi577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the. HVHZ. 2. Design wind loads shall be determined in. accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALCI5001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in? /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. nor 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001. FL12194-R3 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 Su' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. ItaW IRI, p'''. EN' R 2015.08.27 No 74021 0 / :05:00 0N..M1r,AIY,1 04'00' STATE OF O <4 4 O R 10. P' N` Zachary R. Priest, P.E. Florida Registration No. SS;ONA S`%`` Organization No. ANE9641021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.heve, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 1710.9.4. 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 shalt be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16' 04 Soffit —16-inch O.C. Fastener Fastener Location 1. L bon ALC15001 FL12194-R3 Page 1 of 7 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. r CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 84nch o.c. Fastener Lnratinn 11- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 2F-ff Approved Systems for 124nch Overhang with F-Channel 12J roved Systems for 124nch Overhang with J-Channel 16F-fl Approved Systems for 164nch Overhang with F-Channel 16Jat Approved Systems for 164nch Overhang with J-Channel 24F- Approved Systems for 244nch Overhang with F-Channel 24,14 1 Approved Systems for 244nch Overhang with J-Chanel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/84nch head dia. nail, One (1) min. 318 x 3/84nch One (1) min. 1 3/44nch long x 12F-1 164nch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-Inch 0.072-inch dia. x min. 3/16 t40.0 24-inch o.c. 0.C. inch head dia. trim nail spaced 36-Inch o.c. Max Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1144nch One (1) min. 1 3/44nch long x 12F-2 164nch Wood Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 244nch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max Masonry One (1)14 ga. 5/8-Inch long T nail One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 0.072anch dia. xmin. 1/44nch 48 16-inch spaced 8-inch o.c. Wood crown staple spaced head dia. trip nail spaced 48- 64.2ainchpandsecuringeachpanellapincho.c. ALC15001 FL12194-113 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- Inch x 1/4-Inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/44nch long x 12J-1 Max. Wood staples in diamond long x head diameter Wood 1/44nch crown staple inch dia. x spacn. 4. 16 nch pattern spaced 24- spacedm'"'spaced 16 inch o.c. spaced 84nch o.c.. head l d 48- head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to Jchannel Inch O.C. Approved Systems for 16-inch:overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1)14 ga..5/84nch long T nail Wood Wood 14nch leg staples spaced max 0.072-inch diameter finishing nail with min. 3/16- 553.3124nchspacedmax8-inch o.c, o.c. and securing each inch head spaced panel lap 124nch o.c. Three (3)18 ga.1/4-inch crown x 1- One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-Inch x 0.072-inch diameter 16F-2 Max 124nch Wood inch leg staples in diamond patternWood 1-inch I staples spaced maxP 4 inch o.c. and securing each finishing nail with min. 3116- 53.3 16-inch o.c. panel lap inch head spaced 124nch o.c. Max One -(I) 3/84nchhead dia. nail, min. One (1) min.3/&inch x 3/8-inch One (1) min.1 3144nch long x 0.072 inch dia. x min. 16F-3 164nch Wood' 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/flinch One (1) min. 1 3/4-inch long 16F Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/44nch x 0.0724nch dia. x min. 1/4- 27 164nch spaced 24-inch o.c. scrownstapleP Paced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 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. MCREEKTECHNICALSERVICES, 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 Psi) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-Inch x 16F-5 Max. 164nch Masonry One (1)14 ga. 5/8-inch long T nail spaced 8-inch o.c. Wood 1-inch leg staples spaced 4- inch o.c. and securing each 0.072-inch diameter finishing nail with min. 3/16- 143.3 panel lap inch head spaced 16-inch o.c. Max. Three (3)18 ga.1/4 inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 164nch Wood inch leg staples in diamond pattern Wood 1-inch lstaplesd legspace4inch o. a and securing each finishing nail with min. 3116- g 343.3 s c aced 164ncho.. p' panellap inch head spaced 16-inch o.c. Approved Systems - for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate J- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 16. 1- 1 Max Wood Three ( 3) min. 3/44nch x 1/4-inch sown staples in diamond pattern Wood One (1) min 314-4nch x 1/44nch One (1) min. 1 3144nch long x 0.072-inch dia. x 23.5 164mch spaced 244nch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4. nail spaced 484nch o.c. ALCIS001 FL12194R3 Page 4 of 7 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 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ga. 1/4 One (1) min. 1.754nch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-mch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 311 &inch head spaced spaced 16-inch o.c, shank nail x 0.0724nch diameter 12-inch o.c. 244nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1)18 ga.1/4-Inch crown x 1-inch leg Nominal.1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One crown ga. 1/4- One (1) min. 1.754nch x Max Inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 124nch Wood wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3116-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3/164nch head spaced flinch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. searing One (1)18 ga. 1/4 One (1) min. 1.754nch x Max One (1)14 ga. 518- anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staples 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. 3/164nch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-Inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 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 241nch overhang with. F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 14nch leg Not SYP staples spaced Three (3)18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ga. 114- One (1) min. 1.75-inch x Max inch inch crown x 14nch with one each panel lap inch crown x 14nch 0.0724nch diameter 24F4 16 inch Wood leg staples in ram' h Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern cincinring x7dringOne ( 1) min. 1.754nch inch o.c. and securing 31164nch head spaced spaced 164nch o.c. shank nail x 0.0724nch diameter each panel lap 16-inch o.c. 24- inch o.c. finishing nail with min. finishinghead spaced 44nch o.c. One ( 1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One ( 1) min.1.5- Not SYP 124nch 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 24F- 5 16inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch Inch o.c. and securing 3/16-inch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24inch o.c. finishing nail with min. 3/ 16-Inch head spaced flinch o.c. One ( 1)18 ga.1/44nch crown x 14nch leg Nominal 1x2 staples spaced No. 2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max One One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 24F- 6 16 inch inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-Inch diameter each panel lap 16-inch o.c. nail 24-Inch ox, finishing nail with min. 3/ 16-inch head spaced flinch o.c. ALC15001 FL12194-R3 Page 6 of 7 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•244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2254nch x 7d One (1) 18 ga.1/4-InchNominal1x22 ring shank nail crown x 1 inch leg No.2 SYP anchored to Three 3 18 gal/4-inch crown throughsherafterintotheratterIntoUreend staples spaced 12anch o.c. searing One (1) 18 ga. '/.- One (1) min. 1.754nch 24J-1 Max rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood inch crown x 1-inch x 0.072-Inch diameter finishing nail with min. 16012-inch 1) min. 2.25- staples in diamond min. 2.2Sinch x 7d One (1) min. 1.75 Inch leg staples spaced 3/16-Inch headsspacedinchx7dringpatternspaced16- ring shank nails tom nailedited on either side of 0.072 inchx0.0 2 diameter 8-inch o.c 124r ch o.c. shank nail 24-inch o.c. inch o.c. the batten at early nail with min. yl6dnch head spacedb Intersaectitchon.. max. M 4-inch o.G rafter spacing is 24-Inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 225Sinch x 7d One (1) 18 ga .1/ 1/44neh Nominal1x2rbV shank nail crown x 14leg No.2 SYP anchored to Three (3) 18 ga.1/ flinch crown strai ht- rialled through g therafter into the end staples spaced 12anch o. c. securin g One (1) 18 ga. '/4- inch crown x 1-inch One (1) min. 1.75-inch 24J-2 Max rafter with one x 14nch leg of the batten or two (2) each panel lap Wood leg staples spaced x 0. 0724nch diameter finishing nail with min. t53.3 164nch 1min. 2.25- inch x 7d ring staples in diamond p patternsSpaced 16- min. 225- inch x 7d ring shank nails to One (1) min. l.7sinch B-Inch o.c. and securing each panel 3/16-inch head spaced shank nail inch o.c. nailed on either side of IN16-trich x 0. 072-inch diameter finishing nail with min. lap 164nch o. c. 24-inch o.c. the batten at each batten/rafter head spaced intersection. Max. flinch rafter spacing is 244nch o. c. ALClSO01 FL12194- R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 3161 hand din. nail with torn. ?;' en3agomsnt(:or woad iubstrate) or min. 0.0971 dla. T-nail or stub nail with min. Ve- ongagemsnt(thr concrete or.block &ubstra*-%). opeced eo uctud above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. t-PAINTED S.S. 1 3/4" .TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 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 % r SOFFIT STAPLE Din RAFTER 3/4• x t/4' r I DIAMOND PATTERN D l CROWN STAPLES;DETAIL USING A DIAMOND _j PATTERN FACK BOARD FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL7:'F- STAPLE ON CENTER T-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE INSTALLED WITH THE PAINTED SS. 48' FASCIA CAP O.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE S0FFjT_ max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ti CREEK TECHNICAL.SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFrER i• n, ; SOFFIT STAPLE O1 DIAMOND PATTERN T i DETAIL FACIA BOARD 3/4" X 1/4" CROWN STAPLE "24' JTRIMNAJL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 4" X 1/4" CROWNFACIA STAPLE "S' ON CENTER 1i—CHANNEL BOARD 1-3/4" TRIM NAIL) Pscrewedto•soffltPAINTEDons(1) k8 x S.S. 48"th FASCIA CAP 1/2" x 3/8" bead O.C. diameter screw, 3/4" X 1/4" 26" o.c. CROWN STAPLE SOFFIT —max. 12-iacb span S WOOD OR BLOCK SOFFIT & FASCIAt— SUBSTRATE DETAIL ALClS001 FL12194-113 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 I TRIM RAIL-\ FASCIA BOARD PALNTED SS FASCIA CAP SOFFIT 1 x}' fRONN STAPLEIOPfNRAFTER FASCIA BOARD L tin! T HL't 16F-1 SOFFIT &FASCIA 16F-5 DETAIL FASCIA CAP, REFER P' CHANNEL TO SOFFIT t FASCIA DETAIL SOfriT: MAX 16' SPAN MASONRY SUBSTRATE I ALC15001 FL12194-R3 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. FMCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/4" head dia. rail with min. 11 1 angagement( for woo' substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/81' engagement(for cpncrete or clock substrate), spaced as noted abovo. FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) 16F- 3 F" CHANNEL wood, concrote or Bloc): Wa] 1 STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE It 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 FL12194-R3 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. CREEK0TECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 SOFFIT STAPLE DPEN aAfrE>R 3/4- x 1/4• DIAMOND PATTERN DETAILJCROWNSTAPLES1 USING A DIAMOND _31 r r PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 1-3/4 -TRIM NAIL 8' STAPLE ON CENTER 1-3/4' TRIM NAJL PAWMO S.S. f CHANNEL CAN BE PAINTED S.S. 48-FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4' X 1/4- DOWN CROWN STAPLE SOFM_ max. 16-inch span WOOD SOS SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC soffits Appendix B System No. Installation Detail I!' TRIM NAIL FASUA BOARD PAINTED S.S. FASCIA CAP SOffIT rq' CROMN STAPLE OPEN RAFTER FASCIA BOARD raj' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND P TTRN DE S uPj REFER 10 TO SOffIT t FASCIA F' CHANNEL OCTAL 8, 3/8 SPAN MOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-113 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. fICREEKTECHNICALSERVICES, LLC 16J-1 No. I Installation Detail X 1/4' CROWN STAPLE '24' C04TER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER WV scrWas SOFFIT STAPLE OIST ' 'DIAMOND PATTERN DETAIL FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN FACIA BOARD STAPLE '8' ON CENTER PAINTED TRIM NAIL1-3/4' TRIM' NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16-inch span SOFFIT & FASCIA DETAIL ALC15001 FL12194-113 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' TRW SAD FASCIA BOARD PADITED S.S. CROWN FASUA CAPSTAPLES SOFFITUSINGADIAMOND PATTERN; REFER TO SOFAT 1'q^ L4OWN STAPLE DIAMOND PATTERN DETAIL I t' TRW NAB. FASCIA BOARD PAINTED I.S. SOFFIT b FASCIA 24F-1 & DETAIL 24174 Tet' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT I FASCIA / \ Ntrmal rar sYP DETAIL BaiekAAnd we fo SOFFIT; FLAX Tt" F-[NANNn Rafters rid oo7d R6q Shank Nan a1 very Railer ` I WOOD SI®SIRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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 t t TRIM NAIL FASCIA 804RD PAwTFD SS I t.' SMOOTH SNAATt l FASCIA CAP ROOF RAILS SOFFIT I 1• a' CROWN STAPLE It TRW NAL FASCIA BOARD PAWTED S.S. SOFFIT & FASCIA 24F- 2 & DETAIL 24F- 5 kz- Mat CROWN STAPLE FASCIA CAP, REFER TO SOFFIT S FASCIA o OfTAL fl= Iwl ra2' SYP Balled And ored to SOFFIT; MAX it' F- CIIANM Rallers rOA an Id Rmq 11, Nat at every Ratter WOOD SUBSTRATE ALC15001 FL12194-R3 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 t TRIM NAL FASCIA BOARD PAINTED S.S. 1tbA i" T-RAILS iI FASCIA CAP SOFfn I'd' CROWN STAPLE I t' TM NAIL FASCIA BOARDPAR37EDS.S. SOFFIT IL FASOA 24F-3 & DETAIL 24F-6 ram+' CROWN STAPLE FASCIA CAPi REFER TO SOFFIT II FASCIA DETAIL Ranyul rat' StN F•CrIANNQ 8atlap AnAaeO to SOFFIT; MAX 2A' Rafters V11h ono Id I Ripl Shank Nan at every Rafter MASONRY I ALC15001 FL12194-113 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t }' TRM NAIL PAIRED fAs[u BOARD SS 1'tr!' CROWN fA5[U CAP STAPLES USING A DIAMOND SOFFITPATTERN: REFER TO SOFFIT STAPLE RAFTER RED r ' CROWN STAPLE o1ANOND PATTERN RAFTER DETAIL FASCIA BOARD 1 tam NAIL SOFFIT & FASCIA PAINTED s.s. DETAIL 24J-1 ral- CROWN STAPLE 24.1-2 FASCIA CAP, RENA \ TO 501frT t FASCIA DETA0. / \ NdrMal Y a? SrP waera Caebeb between raUr. and SOFFIT: IIAX TA' f 3 MHANNEL "awed cm one (1) TO ringawkANI WOU01ho raftIMo tuo end WOOD SUBSTRATE of tee baten or lwo (2) Td I dng atlank n2ft tQ84WIod On \ / eunal ama of d1" barArn at 111a Dat"n7raRer nta"eclkn / SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEL{ TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, It. III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. Vwr is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 FL12194-R3 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 Basic Wind Speed mph) 120' 130 . 140 1.50 160 170 • 180' 190 200 Enclosed 4 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8t6016.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 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 1.7 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 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 1 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 1 17.0 1 19.5 22.2 25.1 28.1 1 31.3 1 34.7 60 1 13.1 15.4 1 17.8 1 20.5 23.3 26.3 29.5 1 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n-Wind'Pressures for Soffits in Uposure C Building Type Zone. Mean Roof - Heiht ft ' 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 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 402 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 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 1 20.5 23.7 27.2 1 31.0 35.0 1 39.2 43.7 48.4 ALC15001 FL12194-R3 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 riot specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure D ' Building. Type zone-- H Basic Wind Speed mph) 12U 130 140 ,. 150. 160 170 180 190 200 Enclosed 4 F301 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 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 25 173 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 1 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 1 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 1 23.0 1 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 1 202 1 23.7 1 27.5 1 31.6 35.9 40.5 45.4 1 50.6 1 56.1 ALCI5001 FL12194-R3 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 3f8" F-Channel 318" J-Channel 3/4" 1/8' HEM 15/8- T 7 3/4" 3/8' ISOMETRIC VIEW 3/B- PRONLE ISOMETRIC VIEW 3/r PROFILE ALUMINUM COILS, INC Soffits Appendix D ALClSO01 FL12194-113 Page t of 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. M CREEK rN TECHNICAL SERVICES, LLC Fascia 5 3/4"' 7/8" 1 1/8" HEM T r 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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" 04 Soffit 25 M 0.125 M. 18' BLANK 3 / 8 PROFILE 2.625 REF, DDDDDD DDDD DDDDDO DDDD fb DDDDD DODDO n iowra omau r e .n LOlNERS DPIQD W SNAE OOtEC110N tit mesl ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 31/8" 7/8" 31/8' 7/8" 31/8" S/16' 1/_ 1/2" 1/2" 1!2" 1/2" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2-625 REF. 50 M. 25 M am TV. ALUMINUM COILS, INC Soffits Appendix D DIDDDDD DDDDD DDDDDD DDDDD DDDDD 0 DDDDD VdIW IOVAM o mM MR1 Styn NOMn FORMED YI SWL OL4 MM AS PoOSi END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance -with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. 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. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Solt;; TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 In AMA for the 'full vent' configuration and 11.1 in2llin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. IR' FAIL VFW 111- [FMtR VFMF 16' CM 10 PAMFI 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 AMA for the 'full vent' configuration and 4.2 in2ft.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 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 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. RP i',, C E NS F. Fs,,, • - - -.. 2015.08.27 No 74021 07:05:00 r Ny w.+•au.,lw,1 04'00' STATE OF Al O Zachary R. Priest, P.E. ss+ '"• • • •''' r1 Florida Registration No. 74021 ONA Organization No. AN0641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest (n- 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 (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report Is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEK 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 1710.9.4. 2. Refer to L0A rATioNs 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 most the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location L tlon Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 11 i ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for Stale 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. TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A d. 16" 04• Soffit - 8-inch o.c. Fastener Lnratinn F Fastener Fastener Location l Approved System Numbers and Definitions 12FI Approved Systems for 124nch Overhang with F-Channel 1 J Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel j§-JA Approved Systems for 164nch Overhang with J-Channel 4 -# Approved Systems for 244nch Overhang with F-Channel Approved Systems for 24-inch Overhang with J-Channel Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/84nch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-in Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 072-inch dia. x min. 3/160. inch 0 24inch o.c. 0. c head dia. Ulm nail spaced 364rich o.c. Max. Three (3) min. 3/4 inch x 1/4-Inch One (1) min 3/4 inch x 1/44nch One (1) min. 1 3/44nch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch inch o.c. inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap die. head trip nail spaced'48 64.2 inch o.c. 12F-3 Max Masonry One (1) 14 ga. 5/8 Inch long T Hall W One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/44nch 48 16 inch spaced 8-inch o.c. crown staple spaced head dia. trip nail spaced 48- 64.2 and securing each panel lapanallp inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-Inch crown One (1) min. #8 x 1/24nch One (1) min 3/4-Inch x One (1) min. 1 3/44nch long x 12J-1 Max. W staples In diamond long x 3/spiced head diameter Wood 1/44nch crown staple inch dia. x min. inch 16-inch pattern spaced 24- ace w spaced 16-inch o.c. spaced 8-inch o.c., head dia. trip nail spaced 48- head spaced 64. 64.2 inch connecting soffit to J-channel Inch o.c. Approved Systems for 164nch 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. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- i53.3 12-inch spaced max. 8-inch o.c. 44nch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1)18 ga. 1/44nch crown x One (1) min. 1.754nch x Max Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staples 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- 253.3 spaced 164nch o.c. panel lap inch head spaced 12-Inch o.c. Max. One (1) 3/84nchhead dia. nail. min. One (1) min 3184nch x 318,4nch One (1) min. 1 3144nch long x 0.072 inch dia. x min. 16F-3 164nch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail 225.E inch o.c. O.C. spaced 364nch o.c. Three (3) min. 3/44nch x 1/44nch One (1) min. 1 3/44nch long 16F Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/44nch x 0.072-inch dia. x min. 1/4- 27 164nch spaced 244nch•o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 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. M 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. 1/44nch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1)14 ga. 5/8-inch long T nail Wood 14nch leg staples spaced 4- 0.072-Inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga. 1/44nch crown x 1- One (1)18 ga. 1/44nch crown x One (1) min. 1.754rich x 0.072-inch diameter 16F-6 Max. 16 inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- t43.3 spaced 164nch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 164nch overhang with J-Channel Wall -Connection Eave Connection System Panel MDP No. Width psi) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16.1-1 Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x 23.5 164nch Wood crown staples in diamond pattern spaced 244nch o.c. Wood crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4 nag spaced 484nch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida produci approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems.for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (ows1) 18 ge. 1/4- One (1) min. 1.754nch x Max. inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24F-1 124nch wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern Inch x 7d ring One (1) min. 1.754nch inch o.c. 3/16-inch head spaced spaced 164nch o.c. shank nail x 0.0724nch diameter 124nch o.c. 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1)18 ga.1/44nch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing 1/4- aOne (1)18 g. One (1) min. 1.754nch x Max inch x 1 t ga. anchored to each panel lap inch crown x 14nch 0.072-inch diameter 80124F-2 12 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. T6.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 31164nch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter 124nch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1)18 ga 1/4- One (1) min. 1.754nch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 80124F 12-inch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76. T6.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16anch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-Inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 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 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width ps{) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1) IS ga. 1/4- One.(1) min. 1.754rich x Max inch crown x 14rich ratter with one each panel lap inch crown x 14nch 0.0724nch diameter 24F 4 16 inch Wood leg staples in min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern in inchx 7d ring One ( 1) min. 1.754nch inch o.c. and securing 3116-inch head spaced spaced 16-inch o.c. pshank nail x 0.0724nch diameter each panel lap 16-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 14nch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x ax inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 5 164nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 roofing nail spaced 1) 7d x 225- One (1) min. 1.754nch Inch o.c. and securing 3/164nch head spaced 16- inch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-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 staples spaced No. 2 SYP 124nch 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 0.0724nch diameter 24F- 6 16- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 31164nch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.c. nail 24-Inch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 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. M"' CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch 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) One (1)18 ga.1/4:nch Nominal 1x2 min. 2.254nch x 7d ring shank nail crown x 1-inch leg No.2 SYP anchored to Three (3)18 ga. x crown ht-nailed throughgg the rafter Into the and staples sp 124nch o.c. searing One , ga. / c One (1) min. 1.754nch 24J-1 Max rafter with one 14nchx1inch leg of the batten or two (2) each panel lap Wood inch Crown x 1-inchcrown x 0.0724nch diameter finishing nail with min. 60 124nch 1) min. 2.25- staples in diamond min. 2254nch x 7d 1) min. 1.75 inch leg staples spaced 3/164nch heads acedinchx7dringonepatternspaced16- ring shank nails roe x 0.0724nch diameter 8-inch o.c. 12-inch O.C. shank nail inch o.c. nailed on either side o1 finishing nail with min. 24 inch o.0 the batten at each ebt 31164nrh head spaced Intersection. Max. Mlion. 4- inch o.c. rafter spacing Is 244nch o.c. Nominal 1 x2 No.2 SYP scabbed between rafters with one (1) min. 225•Inch x 7d One (1) 18 ga.1/4anch Nominal1x2ring shank nail crown x 1-inch leg No. 2 SYP Three (3)18 stral nt•nalled thm h d staples spaced 124nch o.o. securing One ( 1) 1 B ga. One (1) min. 1.754nch anchored to ga.1/4-inch crown the rgafter into the each panel lap inch crown x 1-inch x 0.0724nch diameter 24J- 2 Max rafter with one x 14nch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. t53.3 16- inch 1) min. 2.25- staples in diamond min. 225-Inch x 7d One (1) min. 1.7Sinch 8-inch o.c. and 16inch heads spacedpinchx7dringpatternspaced16ringshanknailstoo- gx 0.0724nch diameter securing each panel 16 Inch o.c. shank nail inch O.C. nailed on either side of finishing nail with min. lap 24- inch o.c. the batten at each batteNrefter 31*4nch head spaced intersection. Max. 44nch o.c. rafter spacing is 244nch o.c. ALCIS001 FL12194-R3 Page 7 of 7 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this. report for additional installation details of a selected system and maximum design pressures limitations. 12F-1 & 12F-3 No. I Installation Detail Min. Sib• head die. nail vieh min. ±'S:' engagement(:or aoci eubsc=ate) or min. 0.0971 dia. T-nail or stub nail mich min. 5/8' sngagemant('or eonarete Or.bloch. eubatrata). spaced as notad above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 x SOFFIT STAPLE RAFTOPEN ER 3/4• x 1/4• ; DIAMOND PATTERN 0 ETAI LCROWNSTAPLES , USING A OLWOND GGG------ n,LES , PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/a' x 1/4• CROWNJTRJMMLFACIA BOARD B' 11-3/4- STAPLE ON CENTER TRIM NAIL P F' CHANNEL CAN BE PAINTED S.S. 48' 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 ALC1so01 FL12194-R3 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 SOFFIT STAPLE ST DIAMOND DETAIL. PATTERN FACIA BOARD P= 3/4• X 1/4• CROWN STAPLE •24• jTRIMML ON CENTER USING A DIAMOND PATTERN FASCIA CAP3/4• f1J—CHANNEL X 1/4• CROWNFACIA 8' ON CENTER Pscrewed BOARD 1-3/4• TRIM NAIL) to tt48 xwithoaeflik8a2!2" PAINTED S S 48• FASCIA CAP X 3/9' bead O.C. diameter screw, 3/4• X 1/4' o.c. CROWN STAPLE SOFFIT —max. ?2-inch span S WOOD OR aLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15DO1 FL12194-R3 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 f' TRty NAL FASCIA BOARD PAL4rEU S.S. FASCIA CAP SOFFIT i. 1'ij' CROwn STAPLE OPEN RAFTER FASCIA BOARD li W ilB' i l:l 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP, REFER TO SOFFIT t FASCIA DETAIL P CHANNEL SOFFR: MAX k' SPAN MASONRY SUBSTRATE ALClSO01 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/S• head dia. nail with min. 11,:" sngagemcnttfor wool etibstrats) or min. 0.00?• dia. T-nail or stub rail with min. 5%3' sncagainent(for concrete or block subatrace), zpaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, wncrote or Block Hall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. 11 FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail n„ SOFFIT STAPLE OPEN RAFTER , 3/4' x 1/4• ; DIAMOND PATTERN DETAILCROWNSTAPLESr USING A DIAMOND _ KSTAFL f PATTERN FACIA BOARD FASCIA CAP 16FA X 1/4' CROWNJTRIMNMNLFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE FASCAI CAP O.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFTT-- 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA_ DETAIL ALClSO01 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t TRDI NAIL FASUA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD I`J' CROWN STAPLES SOFFIT FASCIA USOIC A DIAMOND 16F-2 & PATTERN` RETO FERDETAIL SOFFIT STAPLE 16F- 6 DIAMOND PATTERN DETAIL FASCIA & REFER TO TOSOFFIT L FASCIA F' CHANNEL DETAIL 9- 3/ e soFFrt: MAX. it I SPANV SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL — PAINTED S.S. 48- O.C. SOFFIT —mast. 16-inch span ALUMINUM COILS, INC Soffits Appendix B nBrTWEEN SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD i FASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE -8- ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. ASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 t i' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'4' (ROW" FASCIA CAPSTAPLES SOFFITuserADIAMOND PATTERN: REFER 0SOFFITSTAPLE Yej' GOWN STAPLE OUMOND PATTERN t DETAIL 1 P' TRW NAIL PAORED S.S. FASCIA BOARD SOFFIT & FASUA 24F-1 & I DETAIL 24F-4 r.t' CROWN STAPLE FASCIA CAP: REFER / \ TO SOFFIT t FASCIA / \ DErAu _ ReginaYa2' SYP Batkn Aiahered to SOFFIT: MAX 2L- F-CHANNEL Rafters with me 14 I L Rhq Shank Nab at WOOD SOBS1RATf every Rafter \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRut SAIL FASCIA BOARD PAwiED Ss 14- SMOTN SHANK FASCIA CAP ROOF MARS SOFnt CROWN STAPLE t T'' TRW ALSS. FASCIA BOARD PAINTED SOFFIT & FASCIA 24F-2 & DETAIL 24F- 1'4' CROWN STAKE FASCIA CAP; REFER TO SOFFIT 1 FASCIA o DFTA0. Nowom rat' SYP BaHm Anchored to SOFFIT; NAX. 2L' F-MANNEL Ratters rdA oK Id Ring Shack HAD al Awl Ratter MOOD SUBStpATE ALC15001 FL12194-R3 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 }• TRIM NAIL FASCIA BOARD PAINTED S.S. 146A T-NAILS FASN CAP SDFFiT T.r.' CRowm STAPLE I J' TRIM NAIL FASCIA BOARD PAINTED SS. r1CR.W1Sj_ SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 FASnA GP; REFER TO SOFFIT A FASCIA DETAIL Rom" i,xr SYP F HAN.tEI Battto Anchored to SOFFIT: MAX. 2V Rafters with ore Td Ring Shack Nail at cry Rafter MASONRY ALC15001 FL12194-R3 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I P TRIM NAIL —FASCIA BOARD PAINTED SS. I-xj- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFITPATTERN: REFER TO CANTILEVERED rCROWN STAPLE SOFFIT STAPLE RAFTER DIAMONDPATTERNDETAIL FASCIA BOARD SOFFIT & FASCIA I TRIM MAIL PAMW S.S. DETAIL 24J- 1 & rli' CROWN STAPLE 24. 1-2 FASCIA CAP: REFER TO SOFFIT L FASCIA IVanmfal t' A S DaRh DETAIL 8 \ scabbed betwn wners and eeSOFFIT: MAX. TA' 1 3I8 F. CNAN/.iL 70 eg seotreosthone(1) Li rnR 092M-nalw Iaeon[ unuih The Aber kno the end WOOD SUBSTRArE of the baCen or Two QI 70 Ong srwk nags roeaul ac Cn eRTur abs 01 M6 EAtmm m the 11I. Vrafter warmwa SOFFIT. STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. y" CREEK TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C. and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-flz 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„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-R3 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. y CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 14o 150 160 170 180 . 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1' Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 1 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 1 17.0 1 19.5 22.2 25.1 28.1 1 31.3 1 34.7 60 13.1 1 15.4 1 17.8 1 20'.5 23.3 26.3 29.5 1 32.9 1 36.4 ALC15001 FL12194-R3 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 Desi' ri Wind Pressures for Soffits in Ex osure C Building Type. Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 1:80•• 19. 200 Enclosed Negative 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.9 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5. 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 1 -72.9 81.2 89.9 60 33.6 39.4 45.7 52.5• 59.7 67.4 75.5 84.2 93.2 Enclosed Positive 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 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 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 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n•Wind Pressures for Soffits in Exposure D . Building Type Zone Mean Roof Height ft Basic Wind S eed' m h 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 56.1Positive Loads) 5 20 16.7 1 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 1 27.5 31.6 35.9 40.5 1 45.4 1 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" 3!L" 3/8" ISOMETRIC VIER 3/LL" PROFLLE Isomm C VIEW 3/r PROFXE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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. GREED{ E. TECHNICAL SERVICES, LLC Fascia 5 3/4"' 1/S" HEM 6"FASCIA T" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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" 04 Soffit 18' BLANK 3 / 8 PROFILE 2.625 REF. 50 TV. 25 IYP. 06125 TYP. DIDDODD DDDDlu DDDDDD DDDDD DDDDDD DOOOD A, , MR OiRVN f •, U n LouvEps roar[n W swE paEenou K aesj ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall'notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 S/16" 1/2" 1/2" 3/4" 3/8' 13.75" BLANK 3/8" PROFILE 2.625 REF. W TIP. 25 TYP. 0.125 TYP. DODoo DDDDD DDDODD DDDDD a DDDDD- DDDDD Mr I WWR PAfTIN <Fln 1_,_ ettA n Laweia FORMED IN 6WE oraeenoN As F=) END OF REPORT ALC15001 FL12194-113 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. 4/28/2017 Florida Building Code Online 401* OW-0 0 0 BCIS Home I Loy In I user Registration I Hot Topics I Submit Surcharge I Slats rk Fads I Publications I FeC stall ; BGS site Map I Unks ! search Florida l• ! JL:: Product Approval USER: Public User Product AppmVal Menu > Product or AnMitition Search > Application List > Application Detail T Pik tii? r FL # N_I t, ;.• FL5444-R10 i Application Type Revision 1 Code Version 2014 j Application Status Approved Comments Archived droduct Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 t•: mark.d.harner@saint-gobain.com r Z. + Authorized Signature Mark Harrier mark.d.harner@saint-gobaIn.com Technical Representative Mark O. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 6S1-5847 Mark. D.Harner@salnt-gobain.com r. Quality Assurance Representative Address/Phone/Email Category Roofing i' y * Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the 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 Wi Validation Checklist - Hardcopy Received Certificate of Independence FL5444 Rl0 COT 2016 01 COI Nleminen odf fReferenced Standard and Year (of Standard) Standard Yeart ASTM 03161, Class F 2009 ASTM D3462 2009 ASTM D71S8, Class H 2O08 r Equivalence of Product Standards r •- • • Certified By i Sections from the Code httpsJ/www.floridabuildirg.org/pr/pr app dU.aspx?param=wGEVXQw(DgtahlgO7CSsoycOrl28CcpCJinUeXwTiibKvlUzOW4hLSwa/*3da/*3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/L4/20L6 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 Summary 67 PioAucie FL #' Model; Number or Name Oescrlptfon 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Umits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A FL5444 RLO If 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-11I0.odf Verified By: Robert Nieminen, PE PE-59166 Oesign Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use Evaluation Reports FL5444 RIO AE 2016 L2 FINAL ER CERTAINTEED Asphalt Shingle FL5444-RLO.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida, :: Privacy Statement :: Accessibllhr 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 850.487.139S. 'Pursuant to Section 4SS.27S(L), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public 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 pudic. To determine if you are a licensee under Chapter 45S, F.S., please tuck b=. Product Approval Accepts: Credit Card Card Safe https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtOgtahlgO7CSsoycOr128CcpCJinUeXwTiibKvIUzOW4hL8w%3da/o3d 2/2 j TRINITY ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Cer0 icote of Author@ation N9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.OS-Rl! FLS444-R10 Date of Issuance: 09/22/200S Revision 11: 12/08/2016 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 S`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1S07.2.7.1 / R90S.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)ERD 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 "Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appeaeft was authorized by Robert Nemleen. P.E. on 12/Ol/2016. rThisdoesnotsee as an electroraraar sinned document. Sllned, This hardcoples have been transmitted to the Product Approval Administrator and to the named cleat CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, 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. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5`h Edition (2014) Florida Building Code and Sth Edition 2014) 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 Pro a Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 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 03161 03NK29847 10/03/2003 UL (TST 1740) ASTM 03161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM 03161 OSNK07049 04/15/2005 UL (TST 1740) ASTM 03161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 OS/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22900 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL(TST 1740) ASTM 03161 & 03462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 LOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, 03462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM 03161 & 03462 4786S70826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & 03462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, 03462 & 07158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Ceni tcate of Authorttattan 09S03 FSC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 T-AR INITY I' ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT` 2S, XT'" 30 and XT` 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont", Carriage House Shangle*, Grand Manor Shangleo, Landmark'", Landmark"' IR, Landmark"' Pro, Landmark' Premium, Landmark'" TL, Landmark"" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate°" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential Shake' IR, Presidential Shake TV" and Presidential Solarls'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate•" and Highland Slate" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge"', Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced In AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVH2 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 iS07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„a = 150 mph (V„It = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„a =150 mph (V„It = 194 mph). 5.4.3 Classification by ASTM 07158 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 (RA for the CertalnTeed asphalt roofing 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„a = 1S0 mph (V„n = 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 the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-RI1 Certgkate of Authorlrallon a9S03 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITY! ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1S07.2 / R90S.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 11905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1SO7.2.7 or Section R90S.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 1S07.2.6 or R90S.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 1510 and CertainTeed published installation instructions. 6.4 CT20-, XT'" 2S, XT— 30, XTr" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 mm) (305 mm) (305 mm) Selant 1 ^ (25 mm) 5 $/a" (145 mm) 1 _ 5 t/?'"lot Morowd Plant T METRIC _ 13114" IVA" — 131/6" — 1.- (25 mm) _ Sealantlant 1" (25 Flgum 11.3: Usefournalkforawayfidlsbit;& use four nails and six spots of asphalt roofing cement, for every frill shingle (Figure 11-4). Asphalt roofing cement meeting ASTM 04586 type 11 Is suggested. I - Rooling Cement Apply 1"(25 mm) spots of asphalt rooting Cement under each tab corner. Figure 11-4: Usefour nags and six sport qfaspAW wutinI on sleep slopes CAUTION, Excessive use of rooting cement can cause shingles to buster. 6.4.1 Hip & Ridge for CT201". XT m 2S. XTr" 30, XTr" 30 IR: Cut Shingles 25 timJ11 I I 2 (SO nm) Remove r-1r! 11 t"1r -•SIT (365111111) I r125 mm) yt— — — t— — — f— — — —' 12.. ( ,•,tt l Cap Cap Cap 305mm) Shingle Shingle Shingle e(a' 400y \ ow -) Figure 11-24..04 tabu, teen hlns buck to resake capsbinbd 5 cis o` NoNpoO angflsb dimett Ions sboum). Apra 11-25: Inslaflaiktn of caps along tke kips and rktur. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolasdce NPI " adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-Rll Certificate of Authortration a9SO3 FBC NON-HVH2 EVALUATION FES444-AlO Revision LL: 11/08/2016 Page 4 of 12 6.5 LARCADIA— LOW AND STANDARD SLOPE Use SR nalls for ecru• full shingle Iocatux! as shmlm hrinn: fI'l5m4n) 1 rfimal tud Ltb Hal kA lln Figare 3: b`sr ai c nnils jrr enure frill shGrgla. TRINITY I ERo STEEP SLOPE Use Sit nails and FOlilt spots of auplrrlt mnfing cement for tsar (till allillgle as shown below: AI)I)I • tipllult runfint crw 4 I'(?i nun) rani alge of shingle. Asphalt aonfing cement meLting:%..I*hf 1) 4586 11•pe II is "ula;rsted. 6.5.1 Hip & Ridee for Arcadia"": Cedar Crest'", Cedar Crest' IR f 1'(25 mm1 1'IZSmW— G A C, Fltgnt ,g CAO Six mils and four: simis rjasplarlr r(Milhig ccurcut on steel) sk,pas. Use two (2), minimum Minch 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' NP11" 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 Y4 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. Exterior Research and Design, U.C. Certi/kate ofAuthorization #9SO3 FBC NON-HVH2 EVALUATION Hand - sealing adhesive 1/ 4" 4" 3/ 4" --- 1" Dab of asphalt cement between — 1" shinglelayersEvaluation Report 3S32.09.OS-Rll FLS444- RlO Revision 11:12/08/2016 Page S of 12 TRINITY I ERD 6.6 BELMONTt": Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing i cement 1" (25mm) from edge of shingle. r rrz 135anl a lav See below. Asphalt roofing cement meeting f— I---rtasmm) ASTM D4586 Type II is suggested. sa tla l eye, , a !xtiml Giles oAd;umilro lse:!perct { •t:5mnl 'I sntn}-I w S$'(lo Rml d5H' tz'0n a 0 r(2srunt .— _ fwWNQamna 6.6.1 Hip & Ridge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge 18' Remove tape r - Exposure from the righlside 1 'T i 8• and fasten r" SECOND theFasten ,l R left side °5 8 RIGHT tis Tape FIRSTnaTopeLEFT Flgdre 17-19: /nstallatlon of TbangleO Ridge sbingles Flgrae 17.18.• Sbangle• Ridge on blps and ridges. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NPi'"" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3S32.09.0S•R11 Cenfficoteo/ Authoritotron #9503 FBC NON-HVHZ EVAWATION FLS444•RIO Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 1j TRINITY I ERD I CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLE®: 1 LOW AND STANDARD SLOPE I:.ae Ave nails far evey full SIuugle. 1" f25tttm) 15— mm) F_ 5Ar' e 16 oan) (220 mm) Rgum 17-1: Uso jhv nai/s jar carryfill rhdnd dlaaar Shhngh,. Crlrrll ge Ilnnse Sbauglc. rw Centennial S11110. STEEP SLOPE Ilse seven nails and three spins of asphalt roofing cement for vver hdl Grand Manor Shangle. Ilse fife nails aml IhRr .yrols of aspltoll rottftug cement fur every full Carriage Ilouse Shangle and G:mennial Slatc. Apply aspltah ntnftng (Tune"( I' (2i till") fnnu txl),r. of shingle FIguru 17 -S). Aaphah rtwfiog cement utwalog ASTt 0-1586 T}pe 11 Is suggested. E No Omni 0,0010Hz'"0 00Vs r — Hwrre 17-5: W6rn iusld ling Cnuid JGarnr Sbangfrs on si rp.do/ri rise sawn nalls and 16ve spou ufasplrall INItIOg trarrnr. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle" Ridge hip and ridge shingles LANOMARKr", LANDMARK"" IR, 'LANOMARK"PRO, L: AiDMARK" 4 PREMIUM, LANDMARK' TL, LANDMARK`"" SOLARIS, LANDMARK*"s SOLARIS IRS NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4' 12" 1--( 305 aim) --(375 mm)-- --(305 mm)- n _.<. KiCdaI {N<SY ::/'i : r.f•:n' Yi}tqn•'. AILYi ra Release Tape 1" (25 aim) -I '- 11I!' _ Nailablel Aie, LANDMARK TL NorthGate: 131/ f" 13" 131/2' 343mot) f(330mm)---(343aim)-j 1- 1" (25 aim) 1" (25 mailr/ A = J Or- 13 4. VA,four -Ar fare fall sb"Ve tics a41iC MFA IY 14314' 12' I+ ( 305 mm) (375 mm) + (305 mm) i••I 25 mail Naling Leisttpornsllno peroa7lre r 2s mra I NaShil areas for low and standard dope" (from 2:12 to 2112) Hal between taper i IVA: Ina as eloom abm. Exterior Research and Oeslgn,LLC. Evaluation Report 3S32.09.OS-RIL Certi leave of Authorlrorlon 09SO3 f9C NON-HVH2 EVALUATION FLS444-RLO Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use sic mails and four spots of ;uplydl roofing cement for every fill ktminated shingle. 5ce helonv. Asphah roofing cement should meet A.1TM 04586 type it..41ply I- spots of asphalt roofing cement uncle cachr corner and at abow 12' to 13" lit from such edge. METRI( DIMENSIONS Ir— 12'— 305 nm) tr_. •ay.c_x 1125 mm) Nail Area J. Fur Sttxp'} 25mm) 14- 1/4" --12'. 375 mm) (305 (11m) Seale Tape l"(25 mm)--1 - t 75 own. Cement STEEP SLOPE NAILING TRINITY 1 ERD LANDMARK TL 131/ 2 13" 343 mm) (330 mm) (343 I= 1 - 1"(25 mm) 1"(25 mm)- 1 Figure / 3-5.• Use sir n,?& aafour spots of asplxdt mofingCment on $teep stop" NorthGate: 12' 14-3i41 12' Nailing areas for steep slopes (greator than 21:12) and " Stone -Nailing" Nail between lower 2 nail lines as shm-rn above. 6. 8.1 Hip & Ridge for Landmark'". Landmark' IR, Landmark' Pro Landmark'" Premium Landmark'" TL Landmark" ASolaris, Landmark"" Solaris IR, NorthGate: 6.8. 1.1 Ootion 1: Shadow Ridge"" or NothGate Accessory IT 97N 305mm) rI ( 2O m) 1SOmm) (Isomm) ) 0 42I55/m1Bm) __ 41S/ 1G Notch for Notch lot Centerlog centering 12 . % -f 131/4' —f 305rnrrr) Llh' No7pE dilefor Algnmentto I (1u" t) Notches forAOgnmemto I of the Pnvl Ur (ts0 un) the Top Edge of the Prevbus(t mm) 125nm)EosureCaplcf55/8'(141mm)lxposure L IEnglish Dimension Metric Dimension —} Shadow Ridge" Shadow Ridge - Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R11 Certificate o/ AUMoritation 09S03 FBC NON-HVH2 EVALUATION FLS444-R10 Revision It: 12/08/2016 Page 8 of 12 YJ- 1 1\1TRINITY I ERD 9 27:'32' 2ltl m:u; 1I6I125nsn) I t3 t/6" Certmt10 Mich II- a——(333 nun) --I F+- 6 SM.-1 II ( 16a mm)I 168 mm I a mrm) Ti(337 Centeringsign thse / Notch r.:udtes totopT5r6' 13 1/1• `' dtje oil t ronj 104337 Nignthose prrrliout ctnase 75/B- notches to top I 194 mm) edge d , previouscourse. NorthGate Ridge NorthGate Accessory 12- I 305rnm) ` 1 LayYrq Notch I , 1 I I 11 I 5' (125"nrt) I I 1 iri f Exposurs Figure 13-20. Use 140119 nokbes to center abtngtos on lips and. ridges, and to towto the corrttct exposure 6.8.1. 2 For ASTM 03161, Class F performance use BASF "Sonolastico 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 3S32.09.05-R11 CertifkateOfAuthorizatton 99S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/ 08/2016 Page 9 of 12 TRINITY, ERD 6.9 PRESIDENTIAL SHAKEr", PRESIDENTIAL" SHAKE"" IR, PRESIDENTIAL SHAKE TLt", PRESIDENTIAL SOLARISv": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine malls for each full Presidential shingle and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 naps In between doe nailing gulde tales, apply 4 nails i' Nailing - 40' above lab conouls mating certain tabs of overlying shingle cover naffs. Guido Unes (1016 rnin) 5 I l4' —7— la3mm) • • . 141/4' I1r1.' aamm) (3621mm) NOTE: Apply nails on painted guideline. 1 figure 16--G Fastening Preside» 11al mid hakknilal Ft Sbake sbingleson loco andstandanfslopes 1 1 I' diametar asphalt roofing cement Figure 14-7..- fatlaiing Prcrldenllal and Presidential r/6 Shake shinsks on snap slopes. 6.9.1 Hip & Ridee for Presidential Shake"'", Presidential Shake' IR. Presidential Shake TL'". Presidential Solarist"' 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 ([Ian 1' 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 wo different sizes: Accessory produced to Birmingham,. AL -Is 12' x 12'; Portland, OR produces 9Us' x 1.31/4' accessory. 6.9.1.2 For ASTM 03161, Class F performance use BASF "Sonolastico NP11"" 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 HATTERAS'": LOW STANDARD ANO STEEP SLOPE: r•:, `'i,,r `j' 9:_ ",;y-`j 14E Rpm IS•j: Anrr"ing thdiewSbtngtes an fourend aintunl.valws For her and standard dopes, use Me nails rot each fail Ilaacno ddagle as sluhnt nluxe. Exterior Research and Design, I.I.C. Certificate o/Authorftation a9S03 F6C NON-HVH2 EVALUATION thair t S. l: hahmh v /faMrm.MiglJn "d AI& &%j.0 for oM dapt-, use me osilt and Aglu ,SW of nphah roafing rosin (urasrh lull ilMens shingle a those AMC. Applr 1- 2fmm) dkuader semi of "lollat eeutnn (ASrM n 09611pc II su="D undrr ash lab miser. Ihr,s shlndc law pher, An eot csposa rnncud. GtrrIUK: Ian mirh arose.- usnnu tin sate shiudrs du I4lster. Evaluation Report 3S32.09.GS-Rll FLS444-RlO Revision 11:12/08/2016 Page 10 of 12 t,t' TRINITY I ERD I 6.10.1 Hp & Ridge for Hatteras': 6.10.1.1 Option 1: Accessory for Hatteras F Figure 15-14: 18 tbres plece rmils sepamle•lo make 54 Hatteras Ac>ressory sbingfes 6.10.1.2 Option 2: Cut Hatteras Shingles 9.. 230 mm)l I I I I g18-- (460 mlr)^ 0o h J----I--- 18" 460mmj I fM) \ 203 .; 5 gt la`2 Cap Cap Shingle Shingle Cap Cap Shingle Shingle Plgure 15-20.Cut Hatteras sbin& to make cover cap. Figure.15-21: InslaliXion of caps along btpts and ridgm 6.10.1.3 for ASTM 03161, Class F performance use BASF "Sonolastic• NP1'"" adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE"', HIGHLAND SLATE."' Ili: , LOW AND STANDARD SLOPE: STEEP SLOPE: Pfgnm 11-3. flso FIG nalls for euary nlgblaul stnfa sbingla he VIM nulls and RICIIT spots of asphalt tooling cement• foe each full Highland Slue shingle. For bilaml4)ado, SIK rinds are required. Appty V diameter spats of asphalt tooling Cement under each tab corner. Asphalt cooling cMaeni mccung ASTM D4ie6 rlie R is suggested. a m0• mover P!r1 -941 os as'mq Wn:am.p.1/a rp6mm1 U •1 sa ap.e..r r• . r. :. arawn aunt — ReolY.y Flgma /f •yt• ere f1I8' nM/t aaQMgW tpok ojarpbolt roo/Inp ctanatt aiufar eacb lob cone CAMIOM IL<cesstty use of roo0ng 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.OS-Rll Certificate olAuthor/rat/on 99503 FBC NON•HVH2 EVALUATION FLS444•RIO Revision 11: 12/08/2016 Page 11 of 12 6.12 I PATRIOT`-: LOW AND STANDARD SLOPE Use FOI!R nail, for every fill shingle kualcd :u shown belom SmUm 64 ti59tltn) l (matt ' l3 rcq ~ Mira* TRINITY 1 ERD Use Fill IR nails and four shins of asiihalt mufing ecnteul for arty full shingle as shown Iw:latt: Asplyd( ngfiag ctmuu nuviing:tJTdl t)45KG lk If it sugr talvd. Alyk I'fYi utnll sibo(s of :tsphak roofing t:uneul ;te shua•u. CAUTNI\: Gscessive use of ntoGug centenl can (wise shingles to bluer. 1-------- a--— rtn -r 4L3: ,`rlF. tt.11 art^ n fN r }• .7 :1 rl aaanna e aenl l(SlolrtU y~ (rS V; 1144- f turUL-A.'i06. 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 1507. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CA 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 3S32.09.05-1131 Certificate pl Authorhadon #9S03 FBC NON•HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 EXTERIOR RESEARCH & DESIGN, I.I.C. l Certificate plAuthorizatlan J19503 IT #13 11 TRINITY i ERD 353 CHRISTIAOXFORD,I TN06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R10 Malvern, PA 193SS Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The tactlmlle seal appearing was authorited by Robert Nkminen, P.E on 1IM/2016. This does not serve as an electronically signed dmanent. Signed, seated hardooplet have been transmitted to the Product Approval Administrator and to the named Went CERTIFICATION OF INDEPENDENCE: 1. TrinityJERO does not have, nor does it intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. tRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the St" Edition (2014) Florida Building Code and St" Edition 2014) 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 1S07.2.5, R90S.2.4 Physical Properties ASTM D3462 2009 1S07.2.7.1, R90S.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 07158, Class H 2O08 3. REFERENCES: Enti Examination Reference Date UL (TST 1740) ASTM 03161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM 03161 03CA12702 05/27/2003 UL (TST 1740) ASTM 03161 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 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/200S UL(TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM 03462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM 03462 IOCA41303 10/07/2010 UL (TST 1740) ASTM 03161 IOCA41303 10/08/2010 UL (TST 1740) ASTM 071S8 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 03161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786S70717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC( TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R11 Certificate of authorization 09SO3 FOC NON•HVHZ EVALUATION FL5444-R10 Revision It: 1Z/08/ 2016 Page 2 of 12 TRINITY { ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT` 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', Belmont'", Carriage House Shangle•, Grand Manor ShangleO, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark' Premium, landmark'" Tl, Landmark"" Solarls 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 Solarls'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest', Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced In AR (algae resistant) versions. 5. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use In the HVHZ S.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM 03161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„d = ISO mph (V„lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use in wind zones up to V.,a =150 mph (V„It =194 mph). 5.4.3 Classification by ASTM D71S8 applies to exposure category 8 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 (RA for the CertainTeed asphalt roofing 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.,a = 150 mph (V„It = 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 the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design. U.C. Evaluation Report 3S32.09.OS-All Certificate ofAurhortradon a9SOJ FBC NON-HVH2 EVALUATION FLS444-AlO Revision 11: 12/08/2016 Page 3 of 12 J TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R90S.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, iS07.2.4 or R905.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R90S.2.S. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20t", XT"' 2S, XTt" 30, XTt"' 30 IR: ; I ENGLISH 12.1 12" 12" 305 mm)- (305 (m)— (305 um) X1" (25 mm) _ Se lant 1' (25 mm) - 5 $/a" (145 mm) 5 y, Pa MWsuednt T L_J_ . METRIC 131/a" 13!/e" 13111" 1"(25 mm) — Sealantlant 1" (25 mm)-( 6 I fe" T Flgum 113: VsdJo-nailsfor &&7 full sbtngle. Use, four nags and sic spots of asphalt roohl; cement• for every full shingle (Flgme 11-4). Asphalt roofing cemenl meeting ASTM n4536 Type 11 Is suggested. RQoting Cement Apply 1" (25 mm) spots of asphalt roofing cemenl under each tab corner. f/gurd 11.4.• Usefour natls and s1s spots ofasplall aeinent on ship slopes CAUTION. Excessive use of tooling cement can cause shingles to blister. Hip & Ridge for CT201". XTTM' 2S. xr" 30. XTt" 30 IR: Cut Shingles 251mm-1 + 2" (50 mm) Reltava FShing1le tl j1J CapCap 305 mm) Shingle Shmgle l Flgni o 11-24, Ord Mitt, IbOn trltn back 10 nmLo cap sbhrglas Angllsb dtmemlons sbown). 5?"( mm) at` e 125mm) SAO vem a' as 5r{r' shy F1gwe 11.25: InstdidUon Qjoaps doq tlo kiln and rOgm 6.4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastic• NPI` " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Cerelfirate olAuthorisatlon 09503 FBC NON-IIVH2 EVALUATION Evaluation Report 3S32.09.0S-R11 FLS444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.S 6.5.1 QTRINITY J ERD I ARCADIA-: - I LOW AND STANDARD SLOPI Use SIN nails for tarn' fidl shingle located as shnn'u helow. t'(Eaml rriSaml—' tits Liu U__L [j Ndi N.alhf Figure 2: &so sir mails fin• e roq f ll sbiuglo, Use SIR n:dls :wd FOUR spols of asphall mo0ug cement for taetc full sluogle as Shown below. Aj)ply asphalt roofing etment 1-(25 ouu) rant edge of shingle. Mpltdt roofing cement tncetiug :1SI'11 n 4386 Type II is soggailed. Hip & Ridee for Arcadian': Cedar Crest'", Cedar Crest"' IR rMeau t'n4:®1 F&tnv ;i: G'su sir uaiis and four sfn)ts of aspbul! twi uq eciocufon steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y..-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• NP11` 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. Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-1111 Certglcate oJAuthori:adon M03 FBC NON•HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page S of 12 TTRINITYJERD 6.6 BELMONT'm: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement— for every full located as shown below. Belmont shingle. Apply asphalt roofing cement t" (25mm) from edge of shingle. I Irz usm,i See below. Asphalt roofing cement meetingatry ASTM D4586 Type II is suggested. f — S° 06rtr) 65hP Ilri (i!rxjIcssLJ —,— i M M I o AdJ*Fuj mds d regxta! 6.6.1 Hip & Ridge for Belmont^': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest^" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17.18.' ShangWl Ridge. 18• Exposure Remove tape from the right side I' j g• and fasten EC0V0 theFasten left side t35 e RIGHT FIRST LEFT flgllre 17-19. hlslallallon o/'Sbanglo® Ridge sbingles on blps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NP11"" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Ceralkote of Authorlcatlon p9SO3 FOC NON-HVH2 EVALUATION e srd• WO ( Evaluation Report 3S32.09.OS-R31 FLS444-R10 Revision 11:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE,HOUSE SHANGLE® ANO GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE lse five nails for m-ry NO Shangle. 1-(25mm) / f25not) 16 mm) (mmmmm) Fdgum 17••l: U.a/iro nalls jar weryfill (drord Alanor CAaagle, Crrrrdrrge llause Sbaingla tor Ceulenulal Ale. TRINITY i ERD Use seven nails and thmti sixes of asphall roofing cemtmt,for every MR Crund Manor Shangle. list rive nails and three spa(s of aspltah roofing cuneru for every full Carriage Moose 5hangle and (eutennial Slate. Apply asphalt ron0ng cement V (2i mm) from edge. of shingle P( tary 17.5). Asphalt rtm6ng semen( mewing AbTM 045nG1 y,e 11 Is suggested. I.• 25 In t251mm) 1 1 r2' 38 mm) of ltoa fignnt / 7•f IFbru itulaUdng Crand.lbmcrFbangks ansleep.slonev. nsr sorem waifs and Ibtrr spuU afaspbell mr/fug unreal. Hip & Ridge for Carriage House Shangle' and Grand Manor Shanide: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK' m-, LANDMARK'."•:- IR, LANDMARK'!" PRO, LANDMARK'"" PREMIUM, LAAdmAi k— TL, LANDMARK!". SOLARISE LANDMARK'"' SC)LARIS IRS NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17, 143/4" 17, 1--( 305 mm) --(315 mm}— —(305 ntm)- y: ma•ac.t-s :n4e•-..ten:.asr e.:r.:rs.a:wu 1 r2 I+- I"(25mnq Release Tape ) (25mm)I w t NailableT- Afea LANDMARK TL NorthGate: 13 X 13" MIX 1--( 343 mm)-- —(330 mm)-- --(343 mm)--f i" ( 25 mm) 1" (251ntn)-I Figure IJ:1: Me-frarrhallsforevmq•f llsbiugln. l 1z• a 3ra 1r 305 mm) + }- (375 mm) (305 rem) -rl jj 1' 25n a Na ing Umts mx I. aawenallno naUlreP ( t Na Itng anus tar low and standard slopes ((.,am 2:12 to H 121 Nal eaa etm upper lti Meer Itm es siren above. Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-Rll Certillcote of Authorisation p9S03 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Gse six nails ;aid four spots of asphak roofing cement for every fill odnated shingle. See heloa'. Asphalt roofing cement should oreel ASTM 045861\1)e II. Apply I- spots of isphah roofing centenf uade each corner and ;u about 12- to 13' In front each edge. METRIC DIMENSIONS 12"—+-141/4"—• .-12"— 305 nm) (375 mm) I (305 mm) 1" (25 ten) Release Tape 1"(25 mrtt) NailAle3-r t_.- Fat Steep',' I Rooling Cement 1 TRINITY I ERD LANDMARK' Tl 1.• 25 m Figure /j-S.' Use s4naits--dfour spots of 1" asphalt fWfing cement on sleep slopes nuri NorthGate: STEEP 12' 14-3/4' 12' SLOPE 1 -(305 mm)— —(375 mm)-- 1 +-(305 rr NAILING Nail imitst 1'(25 mm) behye afar 1'(25 mm] na mes. Nailing areas for steep slopes (groater than 21:12) and "Stonri-Nalling" Nail between loaner 2 ned Ones as shown above. 6.8.1 Hip & Ridge for landmark'". Landmark"' IR, Landmark'" Pro, landmark'" Premium. Landmark' TL Landmark' Solaris. landmark'"ASolaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge"' or NothGate Accessory 12' 97N 305mm) ( 250 m) 0' 8. 415/Itr 415/1- 150mm) r50mni) (125mm) (125mm) Notch for Notch for Centering CentednG I305rnm) NotMeslorAOpn '"o (337mm) fornito the Top Edge of The Previous t the Top Edge of the Previous 75m L Cap forS'(125mm)Exposure (IEOr"m) Lt"Idn"Ant"te196mm) liI. English Dimension Mettle Dimension Shadow Ridge- Shadow Ridge'" n) Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certi/kote of Authotiration a9So3 F8C NON-HVH2 EVALUATION FL544"10 Revision 11: 12/08/2016 Page a of 12 9 2741V 250 rom) Cti'mi-np flctch 13 114' 337 rum) \ Alon these / rtoL:I1Ct la lop cdU at p:RtlOtIs coGrso NorthGate Ridge f TRINITY ' ERD t 13 1/8" o---(333 mm)-- 6 5/a, -s m--I 168 mm)I tse mm I T1 Centering 131/4-Notch I i 194 MM) 337 mm ) \ Align Ihes/ 7 5/8' notch"to top (19mm) 111 edgege al I Previous course. NorthGate Accessory 3o m1— I owl Lrying Notch I l 5,( iZSnnn) I I Il i sureII F( graa 13-20.- Use 409 notcdes /o cenbr sh/ngles on hips and r14M. and to lornb Me conmi espoatm 6. 8.1.2 for ASTM D3161, Class F performance use BASF "Sonolastic• NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crestr"', Cedar Crest"" IR hip and ridge shingles. Exterior Research and Design,LtC. Evaluation Report 3S32.09.OS-RIL CerNpcate Of Authodtatlon 09S03 FBC NON-HVHZ EVALUATION FLS"4-R10 Revision 11:12/08/2016 Page 9 of 12 J TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE` IR, PRESIDENTIAL SHAKE TV", PRESIDENTIAL SOLARIS'm: LOW AND STANDARD SLOPE: For low and standard slopes, use five -nails for each full Presidential shingle as shown below. Naahtg I Mr --.I Guide tales (1016 mm) 51m 193mm) . . . 141/ 4' I I r1 18 nnn) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6 Faslenfng PresiiGmual and Presidental TL Shake shingles on lour and standard slopes STEEP SIOPE For steep slopes, use nine nails for each full Presidential shingle and apply V diameter spots of asphalt fooling cement under each shingle lab. After applying 5 nails In between the nailing guide idles, apply 4 nails t' above tab cutouts making certain tabs of omriliug shbigle cotes calls, T 1' dtamatar asphalt roofing cement Figure 16.7.• Fastening PresldanlAd and Presiknilal r1L Shake shinsig on sleep slopes 6. 9.1 Hip & Ridee for Presidential Shake'". Presidential Shake' IR Presidential Shake TL'" Presidential Solaris'": 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles.up to the ridge (expose no more than 7' from the bottom edge of the ."tooth." Fasten each accessory' with two fas- teners. The fasteners'must be 1MV long or longer, so they penetrate either 3/4"Into the deck or completely through tine deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham,. AL is 121'', x 12% Portland, OR produces'97/8' x I31/4' accessory. 6. 9.1.2 For ASTM 03161, Class F performance use BASF "Sonolastic° NP1"44adhesive 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 . HATTERAS'": IM, SIANDARD AND SHIP SLOPE: r(nnnan) I (739aanp (?10nm) R10mm1 Fidnm ISfi resh• thl't Hiles rVliarles all lea• a! d XlatdaaiAopes ter lute Ind stmtktnl slopes. use Am a:dls for coca NO INterts .ddugle as .lanes :dlnnr. Exterior Research and Design, U.C. Certificate ofAuthodradoa a950J I f8C NON- KVH2 EVALUATION I" 1` j2salm _ IIIRQ_ rl A. II y__ II tY.40MMI fro— rS. l: I,r,lelllll /"aleat.lAiY'/M oll.lhTll.Yaft, ku aeep dope., •Bc faro nails and elglu ..4wu a(agt6.ilt to•nag tcnco for etch log Ila(crns shingle a shtntu'.nhmti Aly ly 1' Usawl tnmicitr rl•os of rodug Cem nn (ASTV n 4S961)1x II snli*•Txtal) Ualw Cur )n sib colon: Pros sldude Iola plat; tan ant apnse Cotton. AU rI ON: Ton nosh rending cnouo rno catae shiagh c to Mister. Evaluation Report 3S32.09.05-R11 FL5444-RlO Revision 11: 12/08/2016 Page 10 of 12 TRINITY i ERD 6.10.1 Hip & Ridee for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three piece units separate -to make 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9„ 230 mm) I I I 1 i Fas\ g'g'(46o mm? eon y---I--- 1B m--•• I 203 m )I a 460'mm) Cap Shingle Cap Cap Shingle Shingle Cap Shingle 240 m Figure IS Z0 Cut Hatteras sbtngles to n/ake pup cap.Figure 15-21: Mstatlatlon of capes along hips and ddRes: 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP31" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SWAT ";•HI.GHLANO SLATE'." IR: „ , •• LOW AND STANDARD SLOPE: STEEP SLOPE: Use Pn'R nails and RIGHT spots of asphalt roofing cement, for each abtil ws.p trn t ms"w fail Inghland Slate shingle. Pot Atlaml•03de, SIX lulls are required. Apply t' dlamcter.tots of asphalt roofing cemem under each lab a ,y comer. Asphalt roofing cancel atmDM ASTM 04i861 pe It lssuggested. L — WC ImM R>e•q r WPMr 9-9 Yrtinot ngiOtl K• Q1 col— 511t" bttq"Mh 1't7Smml Yauhd ftru. Oito11Y V.1111. IfiriitMtl6lpWtl ra$T.T) 60iM4(IR q3 sale RlOnmtF/ guro II•,T: Ust iiib fin/ls fortuelry I!(pbrmut aYora sbbtgla natal a".nt — man roRoottetlflparo 11 •jA Uso HIT r011t find SISU spots ofarpbrdl sogonp tm/tats under earb rob corner. CAtrfION: R[MShr use of roofing cement ran cause 6111010Cs to blister. 6. 11.1 Hip & Ridee for Highland Slate"". Hlahland Slate'"" IR: Refer to instructions herein for Cedar Crest', Cedar Crest"" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Rll Certi leare ofAuthorhatlon 09Sa3 F8C NON-HVNZ EVALUATION FL5444-RIO Revision 11:12/08/2016 Page 11 of 12 1 TRINITY I ERD 6.12 PATRIOT'": LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nail:s for ut'cry full shiuglc lowied as shown below. Im1 6.114' L- ---1' MMMI j T i7i1 1- - 1155mm, I I t 1.- 1SL't' —j - L?4Y' -+- LULA' IMcM4IMMIon'rn} Gsc RJUR uAls and (tour span of ag)halt roofing cement for mvrg full shhigc as shown Iklott: A.gdl:dt f(WA119 centall. Ineelio.- ASTdl 04586 Tylx:11 it suckgmied. Apply 1'(15 nun) slaps of isph:dt nuoGug cunull :is shown. CAUTION: l:wcssive use of roofing, centenl can atuse Adoglus to blister. 5•:6~ `"'tf5axy r j•GSay.-7 Miami 1I•_ b a 1 aetllap Cemtel I —maw ~ ma'crt -i- tAr-91 6.12.1 Hip & Rldee 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 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC-QUA962S; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-RIL Certificate of Authorization M03 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 f Florida Building Code Online t . i PIE=L SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fact Publications FSC Staff l eas Site Map Unks Search Florida O Product ApprovalrUSER: Public user Product AnnrovAl Menu > Product or Aodicatlnn Search > A nli atlnn List > Application Detail FL # FL15216-R2 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived 13 Product Manufacturer InterWrap, Inc. Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 551)574-2939 mtupas@Interwrap.com Authorized Signature Eduardo Lozano elozano@lnterwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 . 778)945-2891 elozano@interwrap.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 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-591.66 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W: Kneievich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence FL1521.6 R2 COI 2015 01 COt Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code http:llww%y.Boridobuilding:orglpdpr_spp dd.aspzlpwam—wGEVX(rvtD4v3yV.VKJZIQRAdhyf2u8kQGQyfjaHbVeiOpVSvxwSdCnQ%3d%3d[8124120171:57:59•P.M]_...... _.._......__._ . Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved uttimary of Products 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Modelr Number or Name Description 1S216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use In HVHZ: No Installation Instructions FL 1S 16 It. 01S 04 FINAL R INT RW Ap RHINOROOF FL IS216- Approved for use outside HVHZ: Yes 82 112,t1d[ Impact Resistant: N/A Design Pressure: N/A Other: See ER Section S for Limits of Use. Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports F 1S 16 R7 AF 201S 04 FINP RHINOROOF F 1S71a 112. Rdl' Created by Independent Third Party: Yes Contact I; :: 2601 Blair Stone Read, Tallahassee FL 32199 phone: BSO.487-1824 The State of Florida is an AA/EEO employer. Conydeht 2007-2013 Stara of Florida :: Privacy Statement :: Aceessihlllty Sr:tpmpnt :: gefund 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 mailtohitsentity. Instead, contact the ofnce by phone or by traditlonal mail. If you have any questlons, please contact 8SO.487.139S. *Pursuant to Section 4SS.27S(Ij, Florida Statutes, effective Octoller 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Depai t nent 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 small address which can be made available to the public. To determlhe If you are a licensee under Otaptet 45S, F.S., please dick heju--. Product Approval Accepts: RQ Credit Card Safe hap:/ Avww.floridsbuading.oralpr/pr.app ddAspx7parcel-vGEVXQwtDgv3yVVKJLIQRAdhy12u8kQGWjaMveiGpVSvxwSdCoQ9Ud'h3d[8R4r20171:57.59.PK. J QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization H9S03 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R2 FL1S216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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. Trinityl ERD 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 'Trinity) ERD 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsbnile seal appealing was authoetted by Robert Nleminen, P.E. on 04/27/2o1S. Thb does not serve u an ekctronlully signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named Kent CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It Intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. UfiRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhlnoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.23,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507.9.3, 1507.9.5 on Heating 1507.2.3, 1S07.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 200S 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enti Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 10053939SCOQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither TrinitVJERD 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 in the HVHZ. 5.3 fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: Roof COVER OPTIONS Underlayment Asphalt Nail -On Tile foam -On Tile Metal Wood Shakes Slate orIShinglesShinglesSimulatedSlate RhlnoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments In compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or 04869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-112 Certlflcote ofAuthorizodon #9503 FL35216-R2 Revision 2: 04/27/201S Page 2 of 3 qT_ RINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or F8C HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples Is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 OA requirements. 9. QUAUTYASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certificate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 QO-rRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FLiS216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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. Trinityl ERD 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 the lacslmlle seal appearbq was authorized by Robin Nlemlnen, P.E on 04/27/201S. This does not serve as an electronically signed doctrmenL Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nleminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QC-TrRRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year LS07.2.3, 1S07.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1S07.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1SO9) Physical Properties 10053939SCO"06 10/27/2011 ITS (TST1SO9) Physical Properties 10OS3939SCOQ 002 10/27/2011 ITS ITST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither TrinityjERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or 04869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certif cote of Authorization #9503 FL1S216-R2 Revision 2: 04/27/201S Page 2 of 3 OTRINI-TYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or F8C HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sinele Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published Instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 OA requirements. 9. QUAUTy ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/201S Page 3 of 3 4/28/2017 Florida Building Code Online Fkliidn dle-%r iibi Product Approval lh.. USER: Public user Product Aooroval Menu > Product or Apalicatlon Search > A mllcation LlstLlst > Application Oetall FL 9 FL3792-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 S01) 982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory- Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:/Avww.floridabuildirig.orgtpr/pr app dtl.aspx?param=wGEVXOwIDgsFgPhXouzz9PGbe%AdikEk7oGO6zyYnmk%3d 1/3 4/28/2017 b Date Submitted a Date Validated 1 l F'• `'' ° Date Pending FBC Approval J. ATM.. .• 'l...c K',' i' sr . 4 a :' n.K ' • tom'': Date Approved Date Revised Florida Building Code Online 09/30/2015 10/06/2015 10/09/20LS 08/16/2016 T..- :.: -jr77 fL A' 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 Installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Quality Assurance Contract Expiration Date 08/17/2016 Installation Instructions FL3792 R6 It Lomanco 13S - 2000 PV - NOA 11-0602.02.odf Verified By: Mlami-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 13S - 2000 PV - NOA 1 L- 0602.02.odf Created by Independent Third Party: Yes 3792.2 730 Roof Louver Aluminum Roof Louver Limits of Use• Certification Agency Certificate Approved for use in HVHZ: Yes 170792 "R8• C CAC Lomanco 700 Serles - NOA 11- Approved for use.outside HVHZ: Yes 0602.04.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure:. N/A• • • • : • . 08/•16/2016 ' Other: 1. Refer to applicable building codes for required : • : Installation Instructions. ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers. FL3792 R8 [I• Lomanco 700 Series.- NOA 11-0602.04.odf Verified By: Mlami-Dade 13CCO - CERshallcomplywithapplicablebuildingcode. 3. Lorrianco's Model 730,750;770 Roof Louvers shall not be installed on roof Created'by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports L3792 R8 AE -Lomanco 700 Series - NOA'11-0602.04:odf Created,by Independent` Third Party: Yes 13792.3 1750 Roof Louver I Aluminum Roof Louver I Limits of Use Approved for use in HVHZ: Yes o r ! Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required va,i?;?:., ventilation. 2. Lomanco's Model 730,7S0,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's r Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Series - NOA 11- 0602.04.odf Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions FL3792 R8 ii Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA I1-0602.04.0f Created by Independent Third Party: Yes 13792.4 770 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 buiding code. 3. Lomanco's .. Model 730,7S0,770 Roof louvers shall not be Installed on roof mean heights greater than 33 feet. Certification Agency Certificate FL3792' R8• C CAC' Lomanco 700 Series - NOA 11- . 0602.04:odf Quality Assurance Contract Expiration Date ' 08/16/2016-- Installation Instructions FL3792 R8 Il Lomanco 700 Series - NOA 11-0602.04.odf Verified By:',Miami-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 --R8 AE Lomanco 700 Series - NOA 11-0602.04.6d Created by. Independent Third Party: Yes 13792.5 1 770D Roof Louver I Aluminum Roof Louver I 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 R8 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R8 11 NOA IS-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEk7oGQ6zyYnmk%3d 2/3 4/2812017 Florida Building Code Online EU792 Ra AE NOA IS-0709.09.odf Created by Independent Third Party: Yes OttE Contact Uc :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-497.1a24 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement !: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact SSO.487.139S. 'Pursuant to Section 45S. 275(t). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used (or ofndal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: 1?tSt Zz Credit Card Safe https//www.floridabuilding.orWIpr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVldikEk7oGQ6zyYrtmk%3d 313 MI®DARE MIAi II-UADE COUNTY 0 PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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/bitildinL,/ 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 BNC - 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 Miatni 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miatni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the petfonnance 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 renews NOA# 06-0501.1 1 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. e-110W# 1__,__ NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeorv: Rooting Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv/Identifier Name PR[ Asphalt Technologies, Inc. TAS 100(A) Re ort Date LOM-0t 1-02-01 04/05/06 NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/ll Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the dtill hole cut vent hole. 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 facing; up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. I" from the outside edge of the flange and 1" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Lic. published instructions, and in accordance with applicable Building Codes. 3. This -acceptance is for installations over asphaltic shingle roofs only. 4. '135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein 'shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 1lllllllllllllllFjVJ.t#YM1Approval Date: 08/17/tt Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART N ITEM REO I UESCHIP110N MAIEHIAL MAI WI 0201-501 1 1 DOME 0321.002'1 X 28.50 X 26.50 5005-0 Al. 3.2300 0201-502 2 1 OASE 0327.0025 X 20 X 23 5005-0 AL 1.840y 0201-503 3 I RAINSHIELO 019-t.0025 A 19.50 Y. 19.50 5005-0 AX 913, 0410-501 4 3 BRACKET I6 CA X 1.250 X 7.580 CALV. STEEL 195( 0201-507 5 1 SCREEN 028 X 5 A 41. ir5-8X8 MESH PEP..M-A-KUff. 1-'04000i651 6 17 RIVF'1 3/160 X 7/32 OVAL HO. AL 1405000281 1 3 1-11(Cw 114 X 1/2. HwUNO IYPEM 'AR' ZINC PLT I END OF THIS ACCEPTANCE NOA No.: 11-0602.02 Expiration Date: 08AM6 Approval Date: 08/17/11 Page 4 of 4 MIAMI-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIG11BORNOOD COMPLIANCE DEPARTMENT (BNC) 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) . "^vw•"""mid:t'le.aov/buildi"L/ Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued tender the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction A FU). 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 AHd (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. BNC 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 'Lone of the Florida Building Code. DESCRIPTION: 135 Roof Vent, Lomancool 2000 Power Vent 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 renews NOA# 06-0501.1 1 and consists of pages l through 4. rhe submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Catceory: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 13.5 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 1.00(A) LOM-011-02-01 04/05/06 NOA No.: I1-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the saute diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 tinder shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45° with approved rooting nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of ''/z". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published litcrature LIMITATIONS: Refer to applicable building codes for required ventilation. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 Expiration Date: 08/1.7/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancoo12000 Power Vent PART .M I FCM Rr.O I UESCRIP FION MA IEItIAL MA 1 W r 0201-501 1 1 fiOMf; 0321.0075 d 2d.50 X 26.50 5005-0 AL 3 2500 0201 -502 2 1 SASE 032x.0025 X 20 X 23 Wj5-0 AL 1.840g 0201- 503 3 1 RAINSNIELO 019fi.0075 X 19.50 X 19.50 5005-0 AL 9130 0410-501 A 8RACKEf 16 CA X 1.250 X 7580 CALV. $EEL 1051 n201-907 5 1 SCRCEN 028 X 5 X 41 175-8X8 MESH PEkM-A-Koff. 1404000165 G 12 RIVET 3/160 X 7/32 OVAL NO AL 14050002SI 7 3 5CRCW 14 X 1/2 HMMO T!f EM '4R- 21i•IC PLf qtj U END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGFIBORIIOOD COMPLIANCE DEPARTMEN'r (BNC) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Floridu 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildiitL/ 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 Cowmty BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction Al-U). 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent 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 tenlainate 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 renews NOAN 06-0501.1 l and consists of pages I through 4 The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 a ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Snecification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv/Identifier Name Re ort Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-0602.02 Expiration Date: 08/l7/16 Approval Date: 08/17/1.1 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. I" from the outside edge of the flange and l" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of ''/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMrf ATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART y IIFM REO DESCRIMIION MA IERIAL MAT Wr 0201-501 1 1 00ME 032*.0025 X 98.50 X 28.50 5005-0 At. 3.2308 0201-502 2 I BASE 0321 0025 x 20 X 23 51305-0 AL 1.840& 020i- ,.03 3 1 I RAINSIOELD 019L..0025 X 19.50 x 19.50 5005-0 AL .9130 0410•-501 4 BRACKET 16 CXA, x1.250 7.580 CALV. STEEL 19sa 0201-;• 07 5 1 SCREEN 028 X 5 X 41 .17i-i1X8' MF_SFI PFF:M-A-KUIE 1404000165 6 12 RIVF1 3/160 X 7/32 OVAL NU. AL 1405000281 7 3 I SCRCW 14 Y. 1/2 NWUND fYPEM -AB" 21N1 PLT END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MIAMI• DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 4/2812017 Florida Building Code Online 0^:"d13GiY:l.I i. SCIS Home I Log In I user Registration I Hot TOPICS I Submit Surcharge scats Q facts I Publications I FBC Staff I BCIS Site Map I Links I Search Fbd(h oin Product Approval USER: Public User G: k'.LIL'.•s4.IL Product AodoVSI Menu > Product or Aoollotlon Search > AooliciUOn List > Application Detail i zalt•i+A :rt FL Application Type I ' Code Version Application Status j' Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email t,' Quality Assurance Representative I ` I.i Address/Phone/Email 4[ , Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL158-R8 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary, CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparri noocastcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miaml-Dade 8CC0 - CER Miami -Dade BCCO - VAL Standard Year ACI318 2011 ACI 530 2011 Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https:/Avww.floridabuilding.org/pr/pr ppp dtl.aspx7param=wGEVXQwtDquegl%2bT71%21FI92gnRzHNulcgj5pqLXkU6g%3d 1/2 4/28/2017 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 05/06/2016 05/06/2016 Surtimary of Products ' • .• „ , ,,,•_._. _ ._..'...__._ _ _ t......... i • , fL # Model, Number or Name Description . 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FILM R8 C CAC NOA 14-0903.03.odf Approved for use outside HVHZ: Yes FUSS R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A OS/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FILM R8 II NOA 14-0903.03.odf FL158 R8 N NOA 16-0126.03.odf Verified By: Miaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: B i"Y' N ti Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EE0 employer. CoovAaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do rat want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 11 you have any questions, please contact 850.487.1395. *Pursuant to section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do rat wish to supply a personal address, please provide the Department with an email address which an be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick by. Product Approval Accepts- re-0 M Credit Card Safe htipsJA~.iloridabuilding.orgtpr/pr_app oll.aspx?param=wGEVXQwtOquegta/o2b171%2(F192gnRzHNulcgj5pgMU6ga/o3d 2/2 MIAM bDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I t805 SW 26 Street, Room 208 BOARD AND CODE ADAEMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) lnvw.miamidndoaov/ecouomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In'Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision statrip 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 perntattent 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 terininate 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 Miaini-Dade County, Florida, and followed -by the oxpiration date may be displayed in advertising literature.. If•arty portion of the NOA is displayed, theft 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 # 13-0321.07 and consists of this page 1, evidence submitted pages JM, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helrny A. Makar, P.E., M.S. colt M_ WHIMWA ff .// NOA No.14-0903.03 MIAMI•DAOE COU f jL'(s.- 'Lf^ EXpir ation Date: 09/11/2018 Approval Date: 10/09/2014 f / Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Draining No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tablas", sheets 1 through 3 of 3, prepared by Craig Pmrino, P.E., dated rblarch 24. 2003, last revision #1 dated April 28, 2003 both dra vings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled dlodels, toad of (13) concrete lintel specimens, per ASTAI E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, AE. C. CALCULATIONS 1. C'alculations,for Cast -Crete Lintels, dated OS129103, 207 pages, prepared by Craig Pm-rino, P.E., signed and sealed b¢ 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. Qualm, System i1lanual for Cast -Crete Machine Made Precast Lintels revised an hlav 1, 2002. 2. Cast -Crete Qualigp System 111amral,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, tided "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving Xo. LT4612, tided Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. 13>> llliaurl-Dade C'otraty Btrildirrg Code Conrpliance Dice. E. MATERIAL CERTIFICATIONS 1. Arone. f HWiy A. Malcar, P.E., M.S. Product Control Uidt Supervisor NOA No. 14-0903.03 Expu•ation Date: 09/11/2018 Approval Date: 10/09/2014 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. FD4612, tiller! "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" d 12 " Lintel Sqfe Load Tables", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, lost revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, P. E., ors March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. Norse. D. QUALITY ASSURANCE I. By Miami -Dade County Deparvruew of Permilling, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-onr Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florldrt Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 13-0321.07 A. DRAWINGS 1. Alone. B. TESTS 1. Norse. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By ATimni-Dade Coruuy Deprn-tiuenr of Regulatory, turd Economic Resotu-ces (RER). E. MATERIAL CERTIFICATIONS 1. Norse. Ialfny A. Pyla (ar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheen of 1, prepared by Craig Parrino, AE., dated Afarch 24, 2003 and Drawing rVo. LT4612, titled "Cast -Crete 4", 6" & 12" Lbitel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, AE., dated March 24, 2003, last rei,ision dated Jnane 12, 2014, all signed tuul sealed by Cralg Peu-n-ino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014. pages 14.201 through 14.236. prepared Av Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade Comity Department of Regulatoil, mid Economic Resources (RE, R). E. MATERIAL CERTIFICATIONS J. None. F. OTHER 1. Leh'er fi-onn Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florldet Building Code, 2014 Edition. HeIWFA. WInkar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: l0/09/2014 E-3 N ASi-RE,W HIGH STRENGTH PRECAST AND 4C7 PRESTRESSED CONCRETE LINTELS TYPE "B" 1YPE "A'_STLR! val ruavu . vesr va mom 4" SDLID LINTEL DATA TABLE 1' Lir*IE t1A® A Priam r$bSrrkll Ir 7rZMALUNIAL- 1 t.u rr,atG i XVEK=0i7 n= FiC'ilkllr• Ina If rt. it rr..rr ffc1= lII.rr*rt1..1Kua}a Dr WiTIAIIIII FT."- vmEi vno maou1 ris woc"U v:AergULrSEENomr=ar ur o vt~r ar+aSEEN r sor r rz avarA' r$sa m raLraII:_I rare rIMM rm141 rasa• r :Ya o srsrr. nr ar r !carocrsimRUM aor5cvrrrlrrarSmrL rrav rm r ra aFIXZL- r%aru el.m rrav rZ12rr ts rcrLv mrtl_mayV reavrzvo' 70' In2wram r 1.nrasaFIN1-1•rfv-7F? mesar*-:Ir T.r,.,rssasa r}.,:,1..rsz•9 o rrra 11IfC5Irj-j- rroclu rf-l'LIQEsI r32f r:lzi.l nsc]r rIl1L"..71FdSl r1L•]i 0. 12" PRECAST U-LINTEL DATA TABLE rr ir>ar o rmutarf, rrr;veaslLr.lrrmaok3alormo ll ll}lrrtlzr mL e::arFfTr! 13crri ILGLr1[tEivmn vaoncovaUM RIMRIMr I FAMw®rsAS o rrm gl®rrl:.i m r::v rraie rTlm+rasa eu a r I n rea!t. m oe ;o r3rluaa r mevo o m rml Ia r1f If I1'1" u Ma:ruT_tc"Ex-- QiCailrliT•fF.l1L^.1mG'ai n ll rl t ffj O mC>+ r lrc:irx 1^ MIFi''n nL'JrrO rd: 5F. 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T Hcwsru 0. 4 + M OMIIMIYI•BM II :IIM F.Y IYi Bldldi111 CIIe. / o t /' p ;• •' CRAIC7 PARRWO ORIQ 6324CRb79 G\[.` PRECAST AND PRESTRESSED LINTEL DETAILS M[ *. W VU06-14 rrw m AM MA SUL1 u Srr9 MID vvm 000 e, = raw rt rtMOG ICISI 9r1: I Cr I d GENERAL NDTFC 1) man;*, re f EPrrred GMl - 30M pd re i' 3 IY p, Wtd 6DW fe grad e 00 pa ,sdpprorrn ib NCO mc naa 1900 WDs not AA 51 bpeMa S Al mb Irfd UNN bead m Mi ff.M 4 beA maid clop. nirt bpi aradRd d 20i 0• 12W aM tbslm gob i Aft'ch, 3) hoods fol moor led add MN Arid 4) Ib od•v b w PUMApmdlrm qde W Ecd eddd re•r. polo* ad fedoGn IN lE f6 t% I7 i 1120 1 Ab) 441 llo 142ft" 5) M 6Mb mad ar eased U350 delledfon hmoUds IWd tr i t I2i1 17-4 t J WusebinWto a nfib a maYni a Raw Bridal Coda Scdad 160"1 m epl m51r• i) Sbaa oiled Mob a r pUt 7) 4' add Edda to be imlbd V 4' !d•olYl brbmW .d t' Aalwba "I" WbieWl/ ,:Z.d,bdd sort mob* im M. auptoomd mmaripidmmWmmbie6nm,ml riiar dd-ara j 4omO. 10) R0. • )IN ITS" It) - ells* no aS1rd few to M babel ci D• bdbm d w Wbl a,it. TYPE DESIGNAMON 1 ° ao1°°ai: u11mv12 16-2B/2T I•= Imp L fUm• m•,al ooaail p) I Itll 1! rims f[® r! r last r t':f:S• 4.1 t NOW d • 4r % a mo so W arma 0) MMa r lemb NOWma t9mIN Iv i' t 12' Udrb o, No mdaebxW 'Alb 5-1fY kn ukhm at0• aft to aa edob Wood td rdnb,dnrj sW V_uf4 13) ib rider sodm d Wda iulr4' d o al"fa caloric .e0. tld hm 4 eoarol of Artto 4pN b oeoNosa edaA A1111 0-9p10 gpoM *loin 14) bob ZMW a d . maYied"bo(rgM.i6 ILa r eoedep eq,dre Ap0ed ae#" to d + 4pw mom ld bad S lD Sdo .*liarbadSol• MA1add bod 15) for eospaelb NMI "Is ed daarl m r•b brd km ed kra WO ab. 16) For Fdd ki& dot dog t•• oL bad fss rod laner knob don 17) Sob bob 40 apalopdaad d mMs bab. 11) Sdo bb bead m m ml dm* rm b I pat AD 5M aanadi A 31& 19) r AMMdbea ad• m (III .'a' Ilrp. Sw 4Lp 222, ddik•ol SEE SAFE LATERAL LOAD TABLES FOR LOAD RATWO FOR EACH ADDMWL REINFORCED CM ( RCHU) FULL COURSE 1) J5 REBAR FOR 6' 11N)ELS 1/2' C3R TYP S;:•', 2) 15 REBAR FOR 12- MTELS CR40 or GRW SAFE LOADS FOR 4" SOLID LINTELS 4as1-40am GRAVITY TYPE LENGTH 4S8 Y- 6' (421 PRECAST 1180 4'-0- (481 PRECAST 959 4'-6' (547 PRECAST 789 5'-10'(701 PRECAST 460 6'-6- (781 PRECAST 360 Y-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6-(1261 PRECAST 116 CAXr-*WM UPUFT LATERAL LENGTH TYPE 4S8 4S8 S-6' (421 PRECAST 687 371 4'-W (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(701 PRECAST 407 148 6'-C (781 PRECAST f 366 118 7'-6' (901 PRECAST 280 87 9'-•4> (1121 PRECAST 187 55 10'-6'(1261 PRECAST 152 43 12F8 12F12 12F16 i v.Y • ''• fi1• i • 1 .... L 6U8 6F8 6F12 6F16 4S8 9 • r'• 12F28 12F24 121` 20 s PRODUCTRalAs D ty• ,', '' k .* 0— Pl CyaiaflA lb. Fb aafn I_ y {jrr: CMGPARRIN0 B nl anDoc • Q 03 RIV.P t4:•` SMCR679 A8 BF32 BF28 6F24 6F20 •'•;;/pplAl •.4, FL, PEE UC RNp gg756 'd" cal r• i d EMBM a - CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES m \`I ,e, w 5.,+ :+ fiE aI1L• 01S9ib14 04111 m AM AUULO SdIP lui V mYl. "S a)fa 3f1i LHCIDO m am PAMM. rf. - PM m 4QSi OAAINZ . Wn2 "n 1 W 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-UNTELS C SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6UB SFO-10 6F12-18 61`16-18 U20-106F24-10 18 32-1B 3'-6- (421 PRECAST 2332 2676 3892 50511 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6- (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-16'(707 PRECAST 1067 1 1260 219E 3557 5734 1 7227 BW eg 8225 6'-6' (787 PRECAST 949 1078 1B31 2850 4328 6737 8297 9351 7'-6- (901 PRECAST 779 883 1459 218E 3151 4524 WU 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 2236 289E 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 r2O8713'-4-(1607 PRECAST 373 417 646 895 1170 1485 1852 14'-0-(I687 PRECAST 351 392 605 B35 1087 1373 1703 17'-4'(2081 PRECAST NR 299 455 620 794 985 119E 1 1437 THE NUMBERS IN PARENOIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS rno A-Doccestui iurm e SAFE LOAD PLF LENGTH TYPE 6U8 GF8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(707 PRECAST 3DO 350 198 6'-6- (787 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (1127 PRECAST 173 352 74 10'-6'(1267 PRECAST 151 276 58 11'-4-(136) PRECAST 139 311 49 IT-Or(1447 PRECAST 131 277 44 IY-4'(1607 PRECAST 117 223 35 14'-O'(1681 PRECAST III 202 32 17'-4'(2087 PRESTRESSED I N.R. 130 21 SEE GENERA. NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST LI-LINTELS 0111114WN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6f8-17 6F12-11 6F16-1T 6F20-17 6f24-It WWI 2-1T Y-6- (421 PRECAST 1412 2074 2715 3356 3997 463E 5279 4'-0' (481 PRECAST 1225 IBM 2357 2913 3470 4027 4583 4'-6' (541 PRECASI 1053 1592 2084 25" 3069 3562 40M 5'-10'(707 PRECAST 831 1222 16D0 1979 2357 1 2736 3114 6'-6' (78) PRECAST 723 1097 1437 1777 2117 2457 2797 7-6' (907 PRECAST 648 883 1249 1544N 1840 21]SN 2431 9'-4- (1121 PRECAST 575 571 98D 1252 1492 1732 1972 10'-6'(1267 PRECAST 514 462E01 787 re 1121 133 n 1551 1766 11'-4-(136-) PRECAST 474 1 404 M. 985 1213 Ims 1442 45 IT-O'(1447 PRECAST 454 2 367 619 j80 1093 1299 1506 IS IY-4'(1607 PRECAST 402 308 516 736 906 1076 1247 W-W(I687 PRECAST 368 Lm 285 to 475 577 832 989 1145tv 17'-4'(2081 PRECAST 253 20B 338 476 585 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REOUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 PRO1)UCPRUVI3AD M 0%WhA We FIVA4AOr11P+P4W'on4Uiw o ° O T. oT O,'• S O8AIA1L(EDPT;:+``' ca CRAIGPARNO SY;2CR$ 79 SSEFFNEKFL 3M 4 un IL.P.E. .N0.44758 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB nc rum omwu I mu c: yowl urun I Sue ru 0 SAFE GRAVITY LOADS FOR 12" PRECAST U.LINTELS Cwslti n SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12u8 1219-28 12F12-21 12F16-29 IM-211 12Rh2B IMIl-26 12M-76 Y-6- (421 PRECAST 3428 5000 S838 7619 2 11060 12755 14438 V-0' (487 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 2 11060 12756 144M V-10'(701 PRECAST 1612 2320 3216 5234 8487 11060 444 V-6' (781 PRECAST 1393 1986 2679 4196 6421 10032 T-6' (90' PRECAST 1138 1628 2131 3216 4676 6756 352!) 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 10'-6'(1261 PRECAST 614 1043 1295 1853 2516 3323 632 I1'-4'(1361 PRECAST 518 945 1162 1649 2216 2B93 7412'-0*(1441 133PRECAST4568781073151120202617 206IN-4'(1G07 PRECAST 359 767 926 1294 1709218840914'-O'(1681 PRECAST 321 720 865 1204 1584 2017 310617'-4'(2081 PRECAST NR. 4510631B81 1141 1426 2119'-4'(2321 PRECAST NA 343 477 700 925 1152 1609 n 11E MMM IN PARDIRE. M ARE P[ WO MLCM FOR WAR 40 MO AMID ROM M iDWX NOTE ND. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U.LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT ENGTH TYPE LENGTH---_._ 12Ru6 W15-281211F10- 12RF14- 2mll- IM26- II1tl7D- 4'- 4' (521 PRECAST 25]B 2942 5468 7584 9640 13679 15679 4'- 8' (541 PRECAST 2319 27 00 5468 7584 9640 r1669 13679 15679 5'- B' (681 PRECAST 1347 1841 3555 6395 9640 13679 15'- 10'(701 PRECAST 1259 175E 3361 5954 9358 13679 1567 C- 8' (801 PRECAST 924 1430 2633 4415 6884 1 12574 1480Q V- 6- (901 PRECAST 703 1203 2157 3494 5259 7922 9823 11324 9'- 8' (116) PRECAST 389 643 1451 2157 3203 4427 54 77 6380 @ DE AROIBEIS N PAW1111MIS ARE POICDIF RM=016 FOR GRAD: 40 FRO AMM MMa SEE GENDIAL NOTE RD. 4 SAFELATERALLOADS MR 4" RRFF'ART IIJ JUM C SAFE LOAD PLF LENGTH TYPE 12US 12FS RCMU S- V (42' PRECAST 1295 4841 31931.4 4' 4' (41r) PRECAST 1295 4841 299 4'- r (541 PRECAST 1049 3922 2417 5'- 10'(701 PRECAST 681 2547 155 6'- 6' (78') PRECAST 579 2167 123 7•- 6' (9n PRECAST 474 1771 914' 9'- 4- (1121 PRECAST 355 1326 5800y 10'- C(1261 PRECAST 306 1143 454 11'- 4-(1361 PRECAST 278 1041 3880 12'- O'(1441 PRECAST 260 971 34 13'- 4'(1601 PRECAST 229 857 278 14'- O'(1681 PRECAST 1 216 809 251 17'- 4'(208') N.R. 63 16 19'- 4'(2327 PRESTRESSED N.R. 534 130 PLF SAFE UPLIFT LOADS FOR 12' PRECAST U43MTFLS m-* MER SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM31 IV12-2112F16-2112F20-2112T24-1T 2T28-2112F32-2r Y- 6' (42) PRECAST 2752 4267 5613 69M 8264 9589 10915 4'- 0' (48) PRECAST 2369 3721 4872 6023 7174 8325 9477 4'- 6' (541 PRECAST 2113 3291 4310 5328 6347 7365 83B4 5'- 10'(7C0 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'- 6' (7111 PRECAST 1444 22 2972 3675 4378 5081 5784 7'- 6- (9D7 PRECASI 1267 1767 2553, 3194 1806 g 4417 p 5028 9'- 4- (1121 PRECASI 1028 1171 2006 259 3087 3583 4079 10'- 6'(126) PRECAST 920 947 1612 2Y81 2764 3209 3653 11'- 4-(1361 PRECAST 858, 829 1404 1982 2441 2202,j 3384 12'- 0'(1441 PRECAST 814 j 753 1269 17 220IJ 2616 3032 13'- 4-(1601 PRECAST 678 633 IO57 1485, 1526 2169 2513 W- 0-(1687 PRECAST 622 586 974 1365 1979 1993 2309 17'- 4'(208) PRECAST 43 4427 695 964 1182 1402 1623 19- 4'(2321 PRECAST 366 370 593 8170 1002 1187 1372 W IM INIME IV WD17HIM AM P[R000 MUMMS FOR am 40 FEID ADM1 NAM SR GDOIAL WX 1A 4 SAFE UPLIFT LOADS FOR 12" PRECAST w! 2" RECESS DOOR U-LINTELS tMEW- 6MR I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH LENGTH im°-a room-ai,mw- 4'- 4' (521 PRECAST 1295 3692 2 4'-4- (521 PRECAST 1626 2685 3746 4'- C. (541 PRECAST 1213 3458 2417 4'-6- (541 PRECAST 1558 2582 36D2 5'- r (681 PRECAST 784 2236 165 5'-B" (6n PRECAST 1210 2042 2850 5'- 10'(701 PRECAST 747 2129 155 5'-IO'(701 PRECAST 1173 1984 2769 6'- 8' (801 PRECAST 602 1716 117 C-B' (BOj PRECAST 1D20 15M 2426 T- 6' (907 PRECAST 504 1438 914 7'4' (901 PRECAST 204 1226 21 9'- 8- (116' PRECAST 355 1011 116) PRECAST 703 771 14721 xw096 91 PARD111LS6 M AREIX111 RFDNC11116 Fw V .•' EN.e 40 AM AMM RERAR. SEE GENERAL RON ND. 4 447 MtODucrluvticD b Wn u+"m op fl°tlee E F '•C ABlp=W_o Q' i7': tv' CARIGPAFBiINp pl8 C 33581 SEE GENERAL NOTES - SHEET 1 OF 3 ''n4;44` FI.P.EILTC,T4p).41R956 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FRE NIIRA,o13DR1-11 o1ARN or =4nNR AANWD scut, 1LTs. Y '^ CLLC. 7i 4U6 tlRGRD Rf GAAID MitJfO, ff. - AtC MA 41134 WAI.'VCI 1T130 S LCT 3 A 3 MIAM4DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTME, NT OF REGULATORY AND ECONOMIC RESOURCES (RER) l 1805 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.miamldade.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 goveming'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 tho right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT! Drawing No. FD8, titled "Cast -Crete 8" Lintel -Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.B., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal 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 renews NOA h 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by R lmy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMIDAOECOUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 20/ 6 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 0610 719 7, revision #4 dated 04128198, sheet 1. of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C, CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196,45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Amerlsteel. S. Mill Certified Inspection Report 984-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58A66332 dated 01128/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. 14e 2 y A. Makar, P.E., M.S. Produettontral Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 084-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 401-0209.03 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 42 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 #S 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 Qualityy System Manual for Pre -stressed Products dated 2002. wze: y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OU21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 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. HgqWy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P. E. D. ' QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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. He A. Maliar, P.E., M.S. Product Conteol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the .Florida Building Code, 2014 Edition. La/4 = d. az, e: : -__ H0WA. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 AST RET HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PROD=RWA WPD b compbfm wuh the FlmiO. Ili LR"ITYPE *A! STIRRUPS • 7 32.0 RAR M STIRRUPS R U LS STIR u P MILS STIRRUP DEL tuttf fox PRESTRESSED U--LINTEL DATA 'TABLE SW T t i sPAtua O. OrNUmews I4-. 0.134 S44 BAR 4-11 4 O 3 667 AR l•.l lS-4 S-' 0 f" 7 a: 7 .AR 40 713 3 S I.-4 4 0 4- Bjrb2lo. 767 0O 7/32 BAR 21'-e O O 3'-. 3/P 10 OII 7131 BAR 11 7/32 BAR 21'-,O' 6 O S'-10 3/. tO 663 16 7/32 BAR 23'-10' 6 O 4'-3 1/R' W O meWaFE2 Elm ra Av T®©no E3011IIOel Wl=d[ KLUMrl:dT,G FAEAjL3FMrAULS" t7 3lucaorl/.jaJ+odrK=Ws KLLMUaJ A,111 EfG3iCl CiOR 1, rf.> '3JI1T,4.,..,,r2LLL O r.7A t3! mi C m r113:::1I K rs.rn E3ar,armlo a.alcl.,NVi61N M,Iii ia4:w.]:1 ri i Ti M Y' ,1®. W .IW IOIIU IOt Y 41CRm4_ 97MfaOW '• 1 . ItlAIrR[L•r Conn RrWro 1ti r Ot f oNu,to11 upon i m r0'runn'° a tr, m fora RrW.1JWUNQ CArr rAftVlWIQM unnri PRECAST U—LINTEL DATA TABLE 2i t, i'vsa--• r.F7nia;>rrsr 11a 6fSa91J fr >•I BI;P. 1®® DF 1®C l rtu rt tx" T ECEMULro ar" EKEWl aa atn iCCSi fiilr t3Q1iD!_^_.1L7C1 4 40 CpLiyymt rt.i+u av r• W to 3= 3 mt3m fTIm f" rynm luLr t FSeI17Q. lm S Dc®iR.rLfOl pia 7 iTJ Si f'El:i'..:7 1 7 eltvr4 R$ a TRIO rD rLSl i a3? rt sa oi> metarwn Kiln F-j r7rTm"Cam]Q1 aE7G'iio m y tirllrrrm m f maim" rTTata I rT I rT rT t>v KWU r•AT iW.1J•r]X:= EZ" fMM mm+ ego TW PROWMAW mrOR1lAn011 6 PROlfM M FW"T1 ~AL n IS f110ItL10 K COP. T LM AND CAWT BE WOODUCLO OR SWUNUISD wnww 11R ro m1 1001not cownt Of cm-01t1t VSA. am M 1. tK91 oma'smni 7/a ER ASIO ASSOI A 04, S. MDIO IMt IOTA nWO Of SOUW4 Alm rS AMU OAAK W AM Attt; 7/it DRM REmm R comm StAR1ot0 nlmt EOM moots S10a1 Colt -Riau" FEMUS M nm of nit RONFWfW E04 MA MIMIC SnAtm AMU "IL S. O011cltit SIAOIOMS f. • 4000 n WS r 14MMM of gMF2 . 4. T= TW OHM= a" UM SIPOS 4 SIIANS IBS1t= tO WWI r.. SI roe All mcut O = Was. nnol row "& w 2A FW= W MVRq n= nrnm r0 J. 10n1At f11SSIRRi roRet . 030.I•• 0,% TL Or cOMOIIOe MAY a um m ULV or rmsut O Wlm Anwo nlm OAOt 4. g01?m0 MCUMUM To Smmt UrM Alm MUImm lawsR A 4 4; ENS' PAOM=ItLMS)g> n Coda tmau FlwlOa O CRM6PAMM A= pl^mk ro O 0;.OZ e16X. IT324CA57RLs orl SEFRNER. R ON r, ONaL EN:` FLP.LUC. NO.44758 In1r, CAST—CRETE 8" LINTEL FABRICATION DETAILS nr afm O ,_il I UM S6 = fASR O fl. - 1a. 10. 44ri6 I um Of t6 S U GAFF [SRAVITV LOADS FDR R" PRECAST L PRESTRESSED U LINTELS .. emcw ciFi entTaERAxcA 0 D9 FOi12Rrct SAFE UPLIFT LOADS FOR 8" PRECAST 6 PRESTRESSED U41NTELS cns6 cioz47n' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8UB eF9-aeA6-19 9riz-oe OF12-19 s16-9e OF16-19 ergo oe fEA-fe AM-t6 WE-12 3'-8' 4 PRECASTn" 2231 3W 3719 5163 CW] 2302 10951 6113 7S0 10394 1ON 4'-0' (48 PRITAST 1966 2591 VS1 3610 49f10 R4, lox Owl 26A1 46m 6113 7547 IW% 11W9 4'-6' (541• PRECAST 1599I9m 2110 N31 3753F-70, 7N21894375611375nIW9 5'-4- (64' PRECAST 1217 1349 f4]6 1909 25W 3123N9 1663 31190 S]R 750 7312II 5'-1D'(%0- PRECAST 1062 11W Ins INI 2D90 ri19170 1461 2622 4]60 708 120 6'-6' (78 PRECAST 908 Ave N7] 34W 3031 37D7oft123e217734WS361 03Wmr-6' 90j PREFiItiT 743 1011 1n9 2eix 22m 208fes10111720n61311D95611472 9'-4' (112-% PRECAST 550 60 116D 1625 2514 34N 2810 3302 752 1245 1aJ t564 3186 4705 63l0 10'-B-(1267 PRECAST 475 dm m0 1247 2093 2M 2163 25M N3 f06t IS73 7m3 4751 11'-4'(1]8'j PRECAST 362 S82 945 1366 1641 142' 1423 3127 4006 562 946 WW tab 2423 3127 t00o 12'-0'(1447 PRECASTAST 337 a0 9n 1254 2193 2606 3552 a0 On 1254 2113 20 5 MR 13'-4'(1607 PRECAST 296 471 7a 1075 1030 2315 2m3 471 755 1075 1038 231614'-0•(1667 PRECAST 279 424 W 1002 R1425 I69] 2127 21D04427051002169721272936 14'-8-(1761 PRESTRESSED µR lu NO M4 Im MR 77m 13/0 tN5 2317 2]1271458 15'-4'(1641 PRESTRESSED HR. m m1 RR N8 I NR IR RR 4t2 710 1 1250 I= 2056 232E 2613 17'-4'(208' PRESTRESSED NR He la NR MR MR a W 3W S45 930 I320 1609 1149 200 19'-4'(2321 PRESTRESSED p MR wt MR MR la MR 0 v5 420 730 t037 1282 1515 1719 21'- 4-(2561 PRESTRESSED NA, IA NA MR m NR NR W le0 340 ms 645 1114 1359 1468 22'- O'(2641 PRESTRESSED NA MR NI m NR NR MR MR: 165 Ws 7 & 784 lot? 1285 1399 2881 PRESTRESSED NR 10f IN Art NR MR 250 ILA sm 044 IM 12n as, F6aan SAFE LOAD PLF TYPE LENGTH BUB BF8 RCUU 3'- 6' (421' PRECAST 1025 1024 1598 4'- 0' (481 PRECAST 765 763 1309 4'- 6' .(541 PRECAST 592 591 1073 V- 4- (64') PRECAST 411 411 745 5'- 10"(70' PRECAST 340 339 618 6'- 8' (781 PRECAST 507 721 490 r- 6- (an PREGST 424 534 363 9'- 4- (112l PRECAST 326• 512 230 10'- 6•(1261 PRECAST 284 401 180 T1'- 4-(1361PRECAST 260 452 154 1Y- 0' (1441 PRECAST 244 402 137 13'- 4-(1601 PRECAST 217 324 110 14'- 0' (1691 PRECAST 205 293 1 OO 14'- 8'(1761 PRESTRESSED N.R. 284 91 15- 4'(1841 PRESTRESSED N.R. 259 83 17'- 4'(2081 PRERRESSTD N.R. 194 64 19'- 4'(2321 PRESTRESSED N.R. 148 52 21'- 4-(2561 PRESTRESSED N.R. 125 42 22'- O'(2641 PRESTRESSED N.R. 116 40 24'- 0' (26B') PRESTRESSED N.R. 91 33 40srC M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 81e- IT 9f0- 21 fit- 17 IF12- V erl6- It f1' IB-21 WA-29 U26- 11 U28- 23 932- 17 932- 21 3- C (421 PRECAST 15o M5 4 5261 9132 A01 W11 2fAS 3524 62e1 9132 7WI 4'- 0' (487 PRECAST 13e7 2]O6 3w4510 1U2)-11eR4- li 5325 6079UO 23m30Wam532360N4'- 6- 541 PRECAST 12P 204D 22074a3 4711 5379 1207 x040 2r074tM1 all San5'-4' 64 PRETA51 1016 171 2279 3199 3961 4522 Will 171S 22M 28A 9 3361 4S22 5'- 10'(70 PRECAST ow 1567 2593 3107 3620 4133 929 1567 2M 9) 3*7 3820 4133 8- 6• (7B') PRECAST 835 14 106 2329 2 3251 3712M. e35 140/ 186e 23" 2790 M51 3712 7'- 6• (90% PRECAST n7 I 1624 2923 2 288V 322E n7 1224 1624 2025 2426 21927 32M 9'- 4' (1127 PRECAST 91 708 1136 14N 1815 2157 23W 591 062 1319 1643 1969 2294 2610 10- 6-(1267 PRECAST 5 57S el9 1118 u51 1 2011 5V ms 1160 1472 1761 2OSs 2346 11'- 4'(1361 PRECAST 4N W4 ' mo 10n IV ts1 I7s3 424 W7 1a 132a Ie43 101s 2157 lY- O'(1447PTiEfAST 470 4511 n4 W0 1 1369 150 47o sm 9a 1302 156o fe1 aD75 13'- 4'(160 PRECAST 41e 3e6 6w 7a 9N 1143 1323 am 42D • 4W 7W 1159 1413 I W 14'- 0`(168`) PRECAST 384 350 SW n4 Om Imo 12t0 410 425 717 10D 1502 lap 14'- 6•(176") PRESTRESSED 239 3x 520 6n 87S 978 1131 246 395 663 9W 1 1518 1734 15'- 4'(184' PRESTRESSED 313 405 6V 769 911 Imo 230 366 816 9m 1N 140 ISM tr- 4•(208) PRESTRESSED 1m xss 4m S21 W 759 m 192 306 on 74o IK6 1211 14 33 19'- 4• 232' PRESTRESSED 162 229 3N 447 a7 647 747 IW t6) 429 6v aI 1 12n 21'- 4-(2561 PRESTRESSED f42 2a 307 303 480 563 655 142 Lit 373 A 537 rd nl ml 96 ed 1046 rJ 22'- O'(2641 PRESIRESSED 137 f97 296 am 379 all 4" &q 646 m em 137 tt3 358 513 6S6 K3 099 24'- 0' (288') PRESTRESSED n4 n9 21n sox ne 49z 667 IN 2D2 319 rd 455 J We 757 rA 87e 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE N0. 4 ON SHEET 3 Of 3 SEE GENERAL NOTE 0. 18 ON SHEET 3 OF 3. ODUCrAEN CEN'. n 1Nf4 /p ESIS ARE PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTE NO. 4 ON SHEET 3 OF 3. r tdini C.81n1A tIn F 1mee Wt0D11Cf RDV D 0 / v 0t0e1° 3+.6 M+ANwvleMdo lan Dare ' .*C 1t Dab I: RaICTPARRINo u F'1i4•d Q 2 oea, O IZ' 324 CR 584 SEE GENERAL NOTES - SHEET 3 OF 3 R G SEF 9. 4. FL P.E LAC. N0.44758 9r OlA EYWON64141 a 1»4 161E CAST—CRETE 8" LINTEL FABRICATION DETAILS P273DZSJRm, R OF j 4... n2 NUD e9luol-u oam m auc rums rc - 666.6a 4ax sole ov1 ro swr e. y, . ooln o aaemo ot: wn remea ri - sca 9u 4ax oxT6u T1. Ro smr s a s SAFE GRAVITY LOADS FOR 8" PRECAST WI 2- RECESS DODR U-LINTELS 4 ^MW+414A SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPEr1494 M-09 eM1 aaFl/-OB e6rte are aA t6 oe av3o m MG-1e MIC-tar eertrtll aate-le aa2i-t9 m iPill Yc o-l9 1'-4' (52') PRECAST 1749 330 32a6 4349 5421 S493 7557 1931 309 S20a aa39 e060 9479 10a93 4'-6' (S47 PRECAST 15" 3093 2992 396E 4946 S924 69M17503699520a0900609479M3 5'-8' (68' PRECAST o20 1770 1714 x177 2039 34M 3969 1167 MI ASP i 6369 BMW 7217 9311tv S'-10'(707 PRECAST 810 W9 169 1600 2124 2949 3174 370e 1113 2]•2 4242 6639m Met 74Mrd 9706 6'-8' (BD') PRECAST 791 sot leas 3120 501e 7747 1449 7360 90l 1025 3120 M46 7915 9479 10 7'-C (90-) PRECAST 6g SS 14iM 2459 1776 5713 7239 aR3 765 1 1490 2469 3M 6743 Mm 10a9 8'-0' (116' PRECAST 411 40 999 IM 2253 3129 AM 3146 5]6 9M 1560 211 3129 1I 5991 1) THE N1BIBEAS M PARENTHESIS ARE PERCENT REDUCTIONS TOR GRADE 40 FTaD ADOLTI REBAR. SEE GENERAL NOTE No. 4 CENERAL NOTES q IbWds ra a' peal bad . 4000 yd 30) r• a. IQI 9t btrOd9 riimm icl Rbnan wASM a915 .I. WWII p.1 mu jar AMRJD j Ner g W 170 W tdlon 2) Ab ..b Itad I.M. bud m m imo 4 loch rwWd OtMiq, 11-11gd 6 f, IdM.&I ,o kq% Is Om493) ? 1 ha aYW boil WA Ewa 1>dIL 4) In 0.60 b ,d„e h L Omin w fm+4 rra1W im 1. 40 0.oared rtba y 1B1dW32-1e R qm War . 64R b a/ in fe"m 4, 04 4W a601 06 0 A7 1t16b law ra» d hatred d9R iT-4' w W9e 1m1. a tda.// Ide.aa.OYtGq Dale Sldaw160"w4W0Wd10L Noma ehi/Yq 6) St d Med 94eb a tefad 7) an 17 abet mew to tamabil for bra 13 1.bda 6) MYldb./ d .iout am* dA W eebltehN 9) It. d..h—"ewh.l• emeeh4e/ W/. tram V. nb low %Wn by tddtawq M mmbade "daft rawW ad dear d d-aur Itmh 0a law .t tq}uI. 10) Ilk . 9d to d 11) bIha kN aMa1 nkr I. Is "d d e• Ooata d IN Wd o*. SAFE LATERAL LOADS FOR 8" PRECAST wT 2" RECESS DOOR U42MLS IRm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 R AMU 4'-4' ( 52") PRECAST 758 757 1164 4'-6' ( 541 PRECAST 694 693 1073 5'-8' ( eel PIIECAST 408 407 655 5'-10-( 707 PRECAST 382 381 616 6'-e ( 80O MAST 595 788 464 Y-6' ( 901 PRECAST 509 674 363 9'-8' ( 116' PRECAST 370 490 214 a SEE GENERAL NDTE 18 1:) ,mow w ,/r' w olden d m, .s,1..•Y.w.l. 11) lb • daW urtm d haeb WbIt/ b ealMr tmercb nD 4hd have ewRq d4h® 916d b att.dtle. dl 1 Y G•2aM.* = 4166* Ip Wit dual be do" d0 WitaAtd (6aAya M 1•p6Yd (bled) uka detaild/ ht Um m67YlbedA ly b6n1q gppifac k66m "" low Award a•mwt. b.I do U*d boll ' ado b.dlvrbl b1 i IA 13) rot compel . Did bt*b 0a1 tldah, m td. bah Iwm m1 but WI16 tlhlm. 16) W Ldd kpOl ml dm., am mb bd Y.m rot ba9411 YgD dm 17) Sall Wb a. tara6>OmtO dbwlA Iwh 18) $do teen bwd m ,.r®1 dWp adj. ,., ao SW ad M 3f9 10) AmTOW bled b.I w.m/ ea, r .yld d k r• bdmn y pefAnp auadw Wd.ad ' mwry . y) .w Wet Sa datdt Edell: 1/2- CIR SEE SAFE tATEOAL LOAD U91ES FOR LOAD RATDIG MR EACH AMMMft Iaf96'ORCED GN ( RCNI FULL COURSE i5 REM 0 ot GR6D SAFE UPLIFT LOADS FOR 8" PRECAST wl T' RECESS DOOR U4 JNTELS cMM41fan SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH alre- fr e9rlo- 1 een4-I eena-1 ercx2-n al e9E3o-17 aMe-2T mso- a 119F14-21 aMle- Wn-21 IM29-x OF30-21 4,-1• ( PREGST 906 1663 2362 3056 3751 4445 5140 945 ti66 2W 3066 3TS1 N45 3140 4'-6' (54 PRECAST e67 16)4 2272 2W 3607 4225 4243 eel 16D1 2272 2939 3607 4n5 4943 5'-8' (68 PREfAST e75 f 17W 232E tau 3302 3911 ms 120 17M 2325 2054 Will 3911 V-10'(70") PRECAST 655 12W 174e 229 2n3 32e6 27a9 em 123) 1746 2M 2n3 32M C-e' (PFMA sm or3 N29 s7o IOOO 9eo 2429 2679 7'-6' (901 PRECAST 504 742 765 21 i Sm am I9aDmIW25671161PRECAST395 46a 222 15M 109 30 SID 3N 1-1 1) THE NUMBERS IN PARENTHESIS ARE PERCH REDUCTONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE RD. 4 TYPE DESIGNATION Fr - mtm aloe cme / u - ailllm r"6W1RMA7 1 .,: v 8F16- 1 B/ IT I5 AREA N w UK (1) EM r i. amid IS KKI Al MfOY 0r 1100 emw je 141 PAM RPNa1Y® ha. ritA lea F700id3 w r D •b4 ••°atriW aRODl/ LT110Y166N M. kMh Na b_o 01 off*' F ' lt 7 g / i Aea9e tolh8. r oz 7LraYafoo Data MOPARRINOft"a ctwm• Cl R 1G,,4,•' SUFNEFL FL 33564 o• F10 lr1 d lbmIi&fT' fl L\IAIaf ti• IQli i' f' 7imL^' ', FABRICATION LINTELDETAILS naNrai'li:n: l>isyw il7ci7 4'T 'z:4 1 ci raraNrrd 1:7- u61 i n; zrthlk r:,a 6daad: 73 avllinl; r.,rivr4E9 M IAM 1•DADE ML410-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miemldade.eov/cconomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (fn 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 perfonn 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 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 Panino, 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 Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE 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 endoisement 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 # 13-0321.07 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.14-0903.03 MIAM40AnECOUNTY ' „1 j f `" Expiration Date: 09/11/2018 Approval Date: 10/091 Oe 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated illarch 24, 2003 and Dreming No. LT4612, tited Cast -Crete 4 ", 6" & 12" Lintel S* Load Tables", sheets 1 through 3 of3, prepared by Craig Parrhio, P.E., dated Alarch 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,ilemn-al resting on 4 ", 6" & 12 " Precast Concrete Lititels Filled and Uilled Models, total of (13) concrete 1Ltie 1 specimens, per ASTME-529-94, prepen-ed by Applied Research Laboratories, Report No. 30404A, dared 04110103, signed and sealed by Christopher A. Hamon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dared 05129103, 207 pages, prepared by Craig Parrino. AE., 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. Quali4, System klanual for Cast -Crete Machine A1ade Precast Lintels revised on 11ay 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. Drmving No. FD4612, tilled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parriuo, P.E., dated March 24, 2003 and Drenving No. LT4612, titled Cast - Crete 4", 6" & 12" Lintel Srfe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated 1farch 24, 2003, last revision dated Mtn-ch 1 /. 2008. B. TESTS 1. None. C. CALCULATIONS 1. A'one. D. QUALITY ASSURANCE 1. 13y 111icuni-Dade Comay Building Code Compliance Once. E. MATERIAL CERTIFICATIONS 1. Alone. HkWiy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No.14-0903.03 Expiration Date: 09/11/2018 r Approval Date: 10/09/2014 E- 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dined March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lirmlel Sgje Load Tables'; sheets l through 3 oj3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, last revision dated Mach 1l, 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,Lllatl-Dade County Department of Permining. Environment, and Regulalomy,4ffalrs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-omn Cast -Crete Corporation, dated Febrma t y 03, 2012, signed and sealed by Craig Parrino, P.E., cerlifying 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 Miaul-Dade County Department of Regulalm), and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. i ny'A. Malmr, P.E., M.S. Product Control Unit Supervisor NOA No, t4-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/201 d E-2 Cast -Crete USA, Ine. NOTICE OF ACCEPTANCE! EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 or 1, prepared by Craig Perrino, P. E., dated ATarch 24, 2003 and Drawing Alo. LT4612, tilled "Cast -Crete 4 ", 6" & 12" Lintel Sure Load Tables", sheets 1 through 3 of 3, prepared by Craig Perrino, P. E., dined March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E. on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, slated 0811912014, pages 14.201 through 14.236. prepared by Craig Perrino, P.E., signed and sealed by Craig Perrino, P.E. D. QUALITY ASSURANCE 1. Bp Afirnni-Dade Comity Departurent ojRegrrlatorland Ecorrornic Resoru-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-om Cast -Crete USA, Inc., dated August 19, 2014. signed and sealed by Craig Perrino, P.R. certifying compliance with the Florida Building Code, 2014 Edition. Hel . Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E- 3 A=T RE.w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 7m •e• TYPE 'A'_ORO i vultr:.ara v A r a+sn vEwva 4" SOLID LINTEL DATA TABLE RCLIi I<r•.7m a[L1Slnrn cyi rav[©rrFmr a, F ILIl:Jll JEZ^.Ai @Si bin• n r..,ft QmFIIIr,,I,, I.c 3i 6" PRECAST U—LINTEL DATA TABLE rlla",am MiLmUsliP.1 rlI=m WrW.l1Fvnm LlO M5"J[--Q:arlww tacr, U201OULl C 70i5F7till 11rilSir/i w T7r%E'gml:la ftf r3rwjr—ynffnjlrm Iranvnm+.nrx=va sf 7 ilti:F rare rfZTTI LSD r o ram ran sr- rzr rare n n , rtavrssns r u ^rrarvr:,1 rraflrjL-2tanomrn rter:::rrtaar rrty t r rra r l„I,,, rsxv r o rTY':Ji R^1 FiT7 r i, : r r.1 rf2•7cTiTr" FQ7Ca•'i f0 vrrrnerr>•rins:1IE"rmu r5mio cyo rs=va[F,; lmdrw Frmrocao 12' PRECAST U—LINTEL DATA TABLE EP(im r";f.1: iSGiIL1 T f(Sim®[7. 1lStsi7 ih73..L1 E)i7L10 r,<r tta real mta vrs ! erg na o mry rl:ar r,<a n<1r gym E.ZMV". IZEM raoLM rya vz r_:r. rt» limey 1/i 1, m rya o F7m Fl6'i o jr"r.xnmmliErl» r claumr: Lru.I Ir reLs: rff7m Fja7iE,--o stFi9r>m rstmrta_urFxcyr,,,,,,.11"tir,"o uuai: a 4_ J wUFot:n" ciyA/ Ev FaLlml1cC3ia" rr' ivF rrxntn s(_"'.rfrnrnr mcir arTI=-1[JC fo0' LLMrPoll" rErnWNAME arrtteau FrSo T77 7 1 m rlN, c rc•cn n.0 yT; r, u:, r,ar saoa+ou:oe v mvao ra5a r. _:ram a rzz. o vex ral vn >• err,.cr e cr .•.,,, rtAa1 su:_I ue veiutta>•l:rn rci GL,Y'L „c nlL'l r t,.(S'.l NL^] /r/Tl LI l fVCI,'rn t1 rvsv cm, rav,nn s; > r x 11 m c-ary n. rm a}a r9-v >. acv®®loFtyt t,,,r,r;®Dc10 Te rr, """IM , o"" m MWRo r^t MD YMaa. 0 m POnCUD litCOnOCR LM Alm COO Of IpImI = Ol r111101TID tt„W m Mrl t@IVI emonu Q cm-cma K Ink 06 1. NmvOO sm 7/21 W AVY Ati4 K IA. Dm U SIM l OVMm MIM, • AM II 071 LOW . XIIA MI out Y Am Ull MM Mt IM MO,O W mrt 1100M Att WMID UMM L COMMm ROsm, r.. A,M 70 M ALL A WO AND It UM rml LA0 llm W INC Oillos D am no CLWU - NL tl POGOII rWIr.. OM MI Mt. Ilm Udw smmn . A. TM Mt IMMM CM IAIQOIM bulltMOO i MTW SIM OWL art WICK O¢ No to M RI„,1M I= I arum[ nm OOI two, OI N AN^ It Ilo ItrW Arlo nlanm MMl MOL G' CEN O 1—//t OR%I CRAI6 PARRINO 8324CR579 SEFFNER R. 3M FRODUCr14L• V18130 p mnplYlnL. •Mil FIu1Ja Aouil. No14.-Oct o .03 @y11ot1uslrTo_ Z!$ i PRECAST AND PRESTRESSED LINTEL DETAILS M[ WQx pf031-14 Flit[ R JMW /i111AU1 fWD 47 tlfAlr xWE w Inr, MINI am®n: muo Mm rt ML 1wu — 1 eF 1 GENERAL NOTES I) Ydalab ea 4' paced add - ]DOD pl re r 1 If t Intr1 . taoD to . t • 700D pd .ipp modnwn idr ap am anuab MOM adb (ODI) yea COD r --miinon rel arm ea.p.air. W aODr: IOm rd r.bar ps ATIY AILS Piadr a marls per ASb C270 4`Da Y a S 2) A/ ab bd lagm bard a mbdorm 4 Lub aria/ bmmp. Ewt2la Sd- bomb forouea 10i OYira4 I wAMA thm a 1n edas. x) Pip Id mama bid .d bed M.ro, 4) TM amber b po W&Ub bfdde ma pewl rad la V.b 40 kU addd "baL F1o,ae< al 14x i lui e1) =12n o u2xw S) Al bdabnod s and VU0 ddbdbn , J muds wed UI Ildr-4 Ms Iba Is Baud I. Woman mrrdtanqp DO Hbub em" Coda Sedlen Mft.&I a apperib. e) Sboa Bbd Web a rpieed 7) 4- ado Barb b ba brlded •/ 4- fmrmba 1•d AW od r finoai a .shad e) YrMmma/awdsa bore nbd Wd mud espy IM ma aweamrd 1) The dolp"r Car caber eanewwd bob lram 1u do bd bum by pooeals Ai -9 iffm ramblingmw.A and der d d-cM 4bm Ba at WF 10) Nx. -xae Rbd 11) edmm ride dW mbo to bs located at the W1bm d tb bird ce•Y• TWF (IFSIGNATION r - rao Mom/ Dry- an= 0O 1 %L mRa12 16-2B/2T R GL am,J I mm" MOW s/m iff"Ws isr.= IY C' MW mmm r mass rvr alai 0 m y ® 1®1• f 1®a 11 6 ' AC1WL 1e"i-mm " W NMWL "W01H Iz) omo mmb .gtlml - . s-1 meq .ddo a uM eft m 13) Tha ndb aabb d Wrb Wcbd b deds acesabvolls rlPd have eYepbaeWydshsaqpWInarmor1A•mmin(afiwbD AM CyC12e a p 0 11) b ibd-abo 0a derlM Idw aA mrtlnd g2m r x^ I acegrKea Aplfrd " Ad bd + AnW balodd bad S ID Sob "did bod safe bedratd bad 15) Fa amyaDa hdrl bllhb • t don, ua mb boo ban and loss bdi sbaan. 16) For m4I Imdb nA oaaa 1= da bad loam and bgd boo dsm 17) Sato bob m apslapmd ommbb bads 11) Sda bads hoed as ralobl dedpn 4mbab Dar1aA13 W and AD 31L 12) fiddSmdawd m=ialr=:; uia(iC DI) ilea Ib•inW Sw a Lbpbbd"mnMIN w M SEE SAFE LATERAL LOAD TABLES FOR LOAD RAIDIC V a j • FOR EKH AMIIION4 REINFORCED CNU (RW) FULL ODURSE 112' CLA 1) 15 REBAR FOR 6' LWW 12) j5 REBAR FOR 1Y U W CR40 or GR60 SAFE LOADS FOR C SOLID LINTELS 4- 401— GRAVITY LENGTH TYPE 4S8 Y- 6' (421 PRECAST 1180 4'- 0- (4n PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10' (701 PRECAST 460 6'- 6- (781 PRECAST 360 7'- 6- (901 PRECAST 260 9'- 4- (1121 PRECAST 156 IV- 6-(1261 PRECAST 116 12UB 4 - W.44m UPLIFT LATERAL LENGTH TYPE 4S8 4S8 Y- 6' (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4-- e (541 PRECAST 529 258 5'- 10'(701 PRECAST 407 148 6'- 6- (781 PRECAST 366 118 7'- 6- (907 PRECAST 280 87 9'- 4- (1121 PRECAST 187 55 10'- e(1261 PRECAST 152 43 12F8 12F12 12F16 4- 1 6U8 6F8 6F12 SF16- 'D.0 r i :_ j r dry • • • • • • 1 BF32 8F28 6F24 6F20 ecle of . 12F28 12F24 12F20 da' oammplliPROpir, IiVI5Ti0at.ilAq, Flabb BdldinyC FZGRAI6iPAgPoNOF' InUanuda e 3 FL P,E UO• NQ447% ao 1O mmCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES comer. alA1D rAamlD, rl. - 1CG Ito. 141se I M M&M u"13 swu 1 a si LAT ADS SAFE GRAVITY LOADS FOR G" PRECAST U-LINTELS CSR A- PRFC ILo WI A SAFE UPLIFT LOADS FOR V PRECAST U-LINTELS WF-* M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 0 98-1B 6FI2-18 6FI8-1 FA-I0 6F24-18 08- 181- Y-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 Y-10*001 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6' (901 PRECAST 779 803 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2054 2795 3731 IV-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2087 13'-4'(1601 PRECAST 373 417 646 895 1170 1485 1852 14--0'(1681 PRECAST 351 392 605 835 1087 1373 1703 17'-4-(2081 PRECAST NA 299 455 620 794 1 985 1198 1437 B) THE NUMBERS IN PARENRfESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 wrSAFEm LOAD PLF LENGTH TYPE BUS 6F8 RCMU Y-6- (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 PRECAST 300 350 198 6'-6' (751 PRECAST 263 496 157 Y-6' (907 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'4'1[1261 PRECAST 151 276 11'-4-(136-) PRECAST 139 311 12'-0'(1441 PRECAST 131 277IY-4'(1601 r44PRECAST117 22314'-0' 1681 PRECAST 111 202 17'-4'(2081 PRESTRESSEO N.R. 130 21 SEE GENERAL NOTE 16 ow w w " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 08-11 6F12-116F16-11 61`20-1161`24-tF 6M-116F32-1T 3'-6' (421 PRECAST 1412 2074 2715 3356 3997 462 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1033 1592 2084 2577 3069 3562 4055 S-10'(70) PRECAST 331 1222 160D 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437 to 1777 2117 2457 2797 7'-6' (901 PRECAST 648 863to 1249 1544 m 184D 0 2135 ro 2431 9'-4- (1121 PRECAST 575 571 980 1252 1492 1732 1972 10'-6'(1267 PRECAST 514 46200 787 1121 13] a 1551 1766 11'-4-(1361 PRECAST 474 404w 685 985 0 1213 1442 1645 tY-O'(144) PRECAST 454 367 619 WSJ 1093J 1299 1505 13'-4'(160') PRECAST 402 308 516 736 906 tOT6 1247 14'-0'(168-) PRECAST 368 Im 285 475 tv 6T7 832 989 1145 tY-4'(2081 PRECAST 25303 208 cc 12 476 585 693 803 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 WOPARRINO W4 CR 579 NEFL FL 315B4 PRODucrgl9VISFD n lm`° Aro A 4toneo -o I n7 lilyliftit It a CAST-CRETE 4", V & 12" LINTEL SAFE LOAD TABLES S ••` '' a a"r a°a y ' roc row MU-14 DUO m Md ADJA wuu ILIA ouo >nUut CRUM rt CM UM rc - FA W. 4Utt DIGILE:N4 itrnt SWffI OF 3 SAFE GRAVITY LOADS FOR 12"-PRECAST U.LINTFLS 4 wr 4om SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 MD-18 t1111-18 Ilitb-1B 12f7a26 12(24-16 ttlta-16 t1 32-16 S-6- (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (481 PRECAST 2923 4232 5838 7619 9362 11060 12755 14438 4'-6- (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10-(701 PRECAST 1612 2320 3218 5234 SW 11060 127S5 14434, 6'-6' (781 PRECAST 13M 1086 2679 4196 6421 10032 112755 144 Y-C (901 PRECAST 1138 1628 2131 3218 4676 5756 19763 1 9'-4- (1127 PRECAST 795 11216 1535 2230 3083 4167 1550 7552 10'-6'(1261 PRECAST 614 1043 1295 1853M2617nU 4334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 3719 474 12'-0-(144-) PRECAST 455 878 1073 1513 3333 413'-4-(160' PRECAST 359 767 926 12948 2743 340914'-D'(1681 PRECAST 321 720 865 12D47 2451 31017'-4'(2081 PRECAST N.R. 451 631p 88)p 1750 210219'-4'(2321 PRECAST N.R. 34 4477 p 700 1380 1609 W 'm Nlallola " manNa 1 ERIAM XUALMIM FOR OIWE 40 FIELD ADDED RE&R. SEE DEK K MIM rD. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wA 2" RECESS nnim t111MTF1 R 4Cwslr4Nn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 11fl116 1Mr,2B INW2 IN14- WZR'W U-g UR126- 11RX- 4'- 4' (527 PRECAST 2538 2942 5466 7584 9140 11669 13679 15679 4'- 6' (54-) PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'- 8' (881 PRECAST 1347 1841 3555 6395 9640 11669 13679 1567 V- 10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6'- 8' (Sol PRECAST 924 1430 2633 4415 6884 1 1257 1480q Y- 6- (901 PRECAST 703 1203 2157 3494 5259 7922 9623(o,!691318D, 19'-8' (1161 PRECAST 389 843 1451 2157 3203"" 17 to) — NNNsIo " rINYn1Ir]ti 1YW R7=n muxw E Fm IDUOE 40 RID ADDED REM SEE CDGAL MOTE R0. 4 n SAFE LOAD PLF LENOTH TYPE 12U6 1 12F8 RCIAU 3'- 6- (421 PRECAST 1295 4841 3933. 4'-$ ( Aln PRECAST 1295 4841 2994. 4-- 6- (541 PRE= 1049 3922 2417 5'- 16'(701 PRECAST 681 2547 155 6'- 6' (781 PRECAST 579 2167 123 Y- 6' (9n PRECAST 474 1771 914, 9'- 4- (1121 PRECAST 355 1326 58 V- 6'(1261 PRECAST 306 1143 454pr I V-4' 0361 PRECAST 278 1041 38 12'- O'(1441 PRECAST 260 971 34 tS- 4-(1601 PRECAST 229 857 278 14'- O'(1681 PRECAST 216 809 251 1Y- 4'(2081 PRESIRESSED N.R. 16 19'- 4'(2321 PRESII N.R. 534 130 YLN. IY1l flW.L 10 SAFE LATERAL LOADS FOR 12" PRECAST W 2" RECESS DOOR WUNTELS SAFE LOAD PLF SAFE UPLIFT LOADS FOR 12" PRECAST D.LINTFLS Wplomm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12F12-2112F16-211VS41IZF24-11IM11-2112F32-21 S- 6' (421 PRECAST 2752 4287 5613 SW 8264 9589 10915 4'- 0' (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'- 6' (541 PRECAST 2113 331 4310 5328 6347 7365 8384 S'- 10'(701 PRECAST 1623 2527 3310 4092 4875 56M 6441 6'- 6' (78) PRECAST 1444 12269.2972 3675 1 4118 15051 5784 7'- 6' (901 PRECAST 1267J 1767 M3. 3194J 3W6j 4417 5028 9'- 4' (1121 PRECAST 1028 1171 200 259 3087 3583 4079 10'- 6'(12B1 PRECAST 92O 947 1612 2281 2764 3209 3653 11'- 4-(1361 PRECAST 858 B29 1404 19 2441 29 3364 12'- 0'(1441 PRECAST 814 753 1269 17 2201 2616 3032 IS- 4-(Mr) PRECAST 678 633 1057 1485 1826 2169 2513 14'- 0'(1681 PRECAST 622 586 974 1365 1679 1993 2309 17'- 4'(2081 PRECAST 4 44 427 695 964 1182 1402,51623 19'- 4'(2321 PRECAST 368 370 593 817j 1002j 1187 1372p W) IR 114NM C IN rMILAI NS MR KRWfl XMIXIIW6 WR CM 4D FIELD ADDED W" SEE GD0VL NW In 4 SAFE UPLIFT LOADS FOR 12" PRECAST tuI Y" RECESS DOOR U-LINTELS 4G1s11 nU1 SAFE LOAD -POUNDS PER LINEAR FOOT 4'- 4- (521 PRECAST 1295 3692 2583b 4'-4- (521 PRECAST 1626 2685 3746 4'- r. (541 PRECAST 1213 3458 2417 4'-6- (541 PRECAST 15M 2582 3602 5'- r (681 PRECAST 784 2236 165 5'-8' (68l PRECAST 1210 2042 2850 S'- 10'(701 PRECAST 747 2129 155 5'-10'(701 PRECAST 1173 1984 2769 6'- e (801 PRECAST 602 1716 117006'-8' SDI PRECAST 1020 1538 2426 7'- 6- (9n PRECAST 1 504 1438 914pp 7'-6' (901 PRECAST 904 1226 2163 9'- 8' 0161 PRECAST 355 11011j 9;;f (1161 PRECAST 701 p 771 14721 C. 4oA1nD ADCED m wD1uL PEqWREDuc110Rs FOR 447 PRODUCTREivIsM. IN, 0moyi 1R Will the 1.%dd, wIdi1W lbb mito QQ II1)CFL410PAMM OIL? Dak rS '' G •` 8Efg4LR.4a 54581 1Wm1 SEE GENERAL NOTES - SHEET 1 OF 3 ''' toga 70NA 44FL p,£ILIC,i,D. CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB L'Ser_ eiaI IRE WE: pS W-14 1 mom xm AI m 9fJlE rl: J M IAM I -DADS MIAMI-DADE COUNTY LWaILLUi 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) MS-2599 NOTICE OF ACCEPTANCE (NOA) www.miumidade.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 goveming'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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel- Fabrication Details", sheets 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 Renewal 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 bo 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 # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H ]my A. Makar, P.E., M.S. NOA No.16-0126.03 MIAM110ADE COUN Expiration Date: 05/21/2017 Approval Date: 04/28/2016 a 2,81212u/ 6 Page 1 Cast -Crete USA. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast. -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet 1.of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C, CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculationsfor Cast -Crete 8-inch Lintels, dated 11/11/96, '45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATE, RIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 94 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certlfred Inspection Report #84 MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. ftlny'A. Makar, P.E., M.S. Producttontrot Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28t2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I 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. Y - wz,, y A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 0512IJ2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 406-0222.01 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., cert6ing compliance with the Florida Building Code, 2007 Edition. A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approva I Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS I. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed 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 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 Regulatoryand Economic Resources (REA). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Con( tol Section Supervisor NOA No. t6-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. 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 January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. i, _' - - ae Z' _" -_ H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OS121/2017 Approval Date: 04/28/2016 E-S A=,t,NNA,4R"f HIGH STRENGTH PRECAST AND j .1 PRESTRESSED CONCRETE LINTELS 7/32'0 BA STIRRUPS TYPE "A" STIRRUPS + n ZZOO a" [INTELS STIRRUP DETAILS 8" PR Mfr s SrAfLW lolY/i 14-3 0.134 a2 3 n 1a-S a o •- r 0.1r0 Of7 7 rb- aO 3- 17 -a 0.13o ans 32 t -11 a o -f• o f -a 0. 7f 1 32 7 -3•f 2 a -2 0 21'-a• o.rfa 7f7t3 P/ 32UR It'-z• f o 3•-f 3/a• 10 zz'-o• 0.mo all 7 AR11 It'-10. 3 0 Y-10 3/f 10 2a'-o b.2 OAS 7 32 uB 23•-10. 3 o a s 1/6• to13 _ 1_ FY7ii r m iL f lliC:J T!F r F7lra FS'ii a t! o€oma[7c>+Gsn rru,arr:.rrnr r r,riF3 JJr3c r nro roay>mr ivar a:.:rl llC r li F3 i[•7flt! rL'". r. IIT.'4,".7!I OQ1 AteIX I". alrlr c E7MO la[aI;I>f a.I;Ia76iU7:ilicia3;aC,i r n PRECAST U—LINTEL DATA TABLE 77[r r T''`,'r7Y.YTi 7'FTL\i lil•1Z ii i1Eir!JI i!•I. Pi.lSli1ai11JY1 i;I 71;1 u m>t r rvJ a©moo n rtr•_:::r v oma ao 7Cli Dili,! QL.]:J i Vt37::1 dG11 rJL]O mr•rs uurn ETc vc 11.1oa't Nv v uznio WFZ72 rr>r r rasa©olo ffn""rMtl•7rw=RY:'iir4 UMMErA. O Kn" t!YAr'rI=MC"Ill= liiC3iiM ito TMO IroPRR:fM MINIMUM n rANOVM roR IRo M OMMAL a IS PamM o a eor MT IAr3 " Dow AN: lMMr.tto M ommourto 7mtouM THE rteof ulnnw c0mm a ""-061E 031%. W. 1. mtmOto010 SIM: 7/n W ASIY A310r IA. Sa. f. ROM nu TOM mm of mmmws AB0 is Rmu am& so Nall Mist 7/10 nol 1nf1 M 1S fAOm[D STMTOR IM TAOR WIMM slow WN-ImA7Ano11 taa7srssero no or nu m17ws1:111; am rot nulo7+ SmAnO ASM A41L - OIL OF f1-0h ... TTIBI TINA t. m11 M mxnnmik r. • coos PSI rot r tmltawo tam uom slab a smws rmtmm Mns; .. rose PSI rot Att ream WIN 171f. MUST f am If1f03. f. Id r FMS or MWXY MIDI[ nKn IlA a Imw nlrstttss rotct . 0.70 :^` cum or CDNN S wA7 K um ON 1111) or rRCIDCM LOM aolmolo OAot a, attBMl PfttddtO To own urtao ma,Ruloulo (roof. G• ENS ' ' ,•; rrtouurneVwlslD wbecS/vRn7n. laa Im7.pye16 q0 •aC CRAKIPARPoNO py O .... j\tAa. SEFFNEAr FL 33584 TONAL EN.S FL. P.E.UC. N0.44759 Md: CAST-CRETE 8" LINTEL FABRICATION DETAILS DII FOR SAFE GRAVITY LOADS FOR 8"PRECAST 8 PRESTRESSED U LINTELS A. oocreaiFa eaEaTTR cacn lLljSSWl R . SAFE UPLIFT LOADS FOR 8" PRECAST $ PRESTRESSED U-LINTELS V/ae918' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 18 9I1-OB BF12-00 BF16-® Q20-OB N24-0B am-OB sawaB OFS-te OF12-10 OF16-ID 10-to 6F2hIB 6i26-10 @72-10 3'-6' 42 PRECAST1 2231 3= 3719 6193 0607 am 95D2 10151 3aiB 11LS 6113 r47 074 10191 11101 4'-0' (4B PRECAST 1966 25i1 2751 3B20 4se0 59u 7034 8107 2013 4605 113 7547 1174 10324 11809 4'-6' (541 • PRE(ST 1592 less 2110 2931 3753 4570 6100 6t24 2189 4375 0113 7547 sin 101% SIND 5-4' (64j PRECAST 1217 1340 1433 1999 25f0 3123 361e 049 l693 Me sus 7547 714a W33 lot 5'-10'()0' PRECAST 1062 1105 Ip3 1031 20f0 250 3009 347E 1461 26n 4360 718 Zest meaj 6 -6' (7B7 PREClST 908 12b 2177 3400 3D31 W07 4361 5061 1234 2177 3450 SMI 0160 1039 ee» 7'-6' (90' PRECAST 743 1011 1720 263t 2205 MIS 3191 30e5 toll 17" 2861 7s99 but M87 64n 9'-4' (112' PRECAST r 61e IND IMS 2594 34U 2918 3w 752 1245 1843 2564 3480 47M em 10'-6'(1261 PRECAST 475 1247 2083 m7 2103 as3i u3 11152 15D 2D03 7781 3W 47x I1'-4'(1361 PRECAST 362 6a 96S 1360 Is" 2423 3127 4006 592 945 1368 1846 2423 3127 4006 12-0'(1447 PRECAST 540 273 1254 16x 21L1 2e05 3562 x0 On 1254 ISM 2113 2101 3552 13-4'(1607 PRECAST 296 471 m 1075 1428 183E 2319 2IN 471 755 IM 1428 IBM 2318 206) 14'-0'(T687 PRECAST 279 424 TOi loot 1378 1 7 112r 2130 442 Toe loot 1318 1697 t127 ao) 14'-8'(1I6') PRESTRESSED NR SIR MR SIR MR m MR 450 M I= ISM 2245 2517 2112 15'-4'(1841 PRESTRESSED NR ee la RR tot al wl BB 710 1250 1733 20S6 237E 2613 17'-4'(2DB7 PRESTRESSED HR. I let Me m IIIMR no 548 990 132E too lug 20v 19'-4'(23n PRESTRESSED Kp, MR MR 9R RR MRP'. 420 750 1037 I292 1515 1718 21'-4'(2561 PRESTRESSED N+ 1a NA WR F91 340 m M5 1114 1159 1468 22'-O'(2641 PRESTRESSED NR. i 181 A NR NR 0 165 31s S5D 784 IM7 1205 I399 24'-0' (2881 PRESTRESSED NA is is Set 0 Mil to Its I aso 1 450 w N4 100 12" 1A• SAFE LOAD PLF LENGTH TYPE BU8 81`8 RCMU 3'-V (421' PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-8' .(541 PRECAST 592 591 107J V-4' (64') PRECAST 411 411 745 5'-10' MPRECAST 340 339 616 6'-ir (781 PRECAST 507 721 490 T-6- (On PRECAST 424 534 363 9'-4' (11nPRECAST 326• 512 230 IW-6'(1261PRECAST 284 401 180 11'-4'(1367 PRECAST 260 452 154 12'-4Y(1441PRECAST 244 402 137 IS-4'(160I PRECAST 217 324 110 14'-O'(1611) PRECAST 205 293 100 14'-8' (176) PRESTRESSED N.R. 284 91 15'-4'(1841PRESTRESSED N.R. 259 83 17'-4%208') PRESTRESSED N.R. 194 64 IV-4'(2321 PRESIRESSED N.R. 148 52 21'-4'(2-%l PRESTREM N.R. 125 42 22'-0*(2641 PRESIREM N.R. 116 40 24'-0'(28n PRESTRESSED N.R. 91 33 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH erg-11 M-21 1112-IT U12-21 efts-17 IF16-21 9F20-11 AF2'0-21 OF24-IT SF24-21 W11-17 ef71-SI WZs 11 932-21 3'-6' (42' PRECAST 15" 26SS 4 4M SKS 6132 7001 1569 2655 4 4394 SM 9132 7001 4'-0' (46' PRECAST 1313 2306 3M0 3815 457E S3'A SM 13U 2305 3060 3315 4520 sm 6079 4'-C (541 PRECAST I 201E 2707 3M 4D13 4711 6379 1207 2040 2707 33n 011 5379 5-4- (641 PRECAST 1016 171 2279 MISS 3961 4522 sole 1713 nia 203e 339e 3961 On 5'-10'(70' PRECAST 9m 1567 2593 3107 362E 4133ml 91s 13" 2w 2593 3107 3m 4133 6•-r M PRECAST 835 S 1 129 3251 3712 e35 14al less 2329 279E 3251 3m 7'-6' (90 PRECAST n7 1 ION 2023 2426 26T7 3228 717 1224 1924 2025 1426 2027 322E 9'-4' (I In PRECAST 51t 7De u38 1474 Tots 2157 2500 591 062 1319 1843 less nM 2619 10'-6-(1261 PRMASI sm 573 916 Site 1491 1736 2Dr1 530 693 110E 14n 17B3 205A 2348 11'-4'(1367 PRECISSf 474 504 ADD 1037 177 1x3 1733 4M 6D1 1042 13n lea Sets 21U id 12'-0°(144' PRECJIST 476 458 n4 in im Imam 195 78 s50 9ro m 1 101 2075 ix-4- (ISO-) PRECAST 410 306 07 785 9% 1143 1323 od 420 • 460 73D 1159 141 1 1s07 14'-D' (166') PRFfJST 3M Zo 500 724 IDS IOx 1220 Cal 410 429 717 1061 IJ59 150I 1007 pj 14'-6'(1767 PRESTRESSED 239 334 SM 6n Q9 978 N3S Ne Ja5 683 91D 130 Isle 15'-4'(1847 PRESTRESSED n4 313 as 6D 764 all 230 38s 18 900 1 146E 17'-4'(2081 PRESTRESSED 1D 263 405 521 w 751 A7471st308507roIIDS 19'-4-(2321 PRESTRESSED lei22e 3N447 647 647 too 2Q 42D 623 611 Im 21'-4•(2561 PRESTRESSED 142 204 307 30 48D 560 655 142 P32 37S 5V 721 905 IMB L22'-Cr(2641.PRESIRESSED 137 137 197 D3 1e5 S50 3n 513 462 i00 me 06t am 9M bd 24'-V(2881 PRESTRESSED 124 170 267 342 41/ 41 567 124 t02 S19 433 606 757 178 n THE WMERS IN PARMHESIS ARE PERCENT 110=11ONS FOR GRADE 40 • SEE CDOM NOTE ND. 18 ON SHEET 3 OF 3. T11F44 r ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBA SEE GENERAL NOTE NO. 4 ON SHEET 3 OF A PROCRR24awPn GENERAL NOTE NO. 4 ON SHEET 3 OF 3. ituadift C.& G . CEN PRODuc7RtmSUD j 4(-- fteD6 FB.67wao TE QF CRAIGPARR INO 6324CR579 M SEE GENERAL NOTES - SHEET 3 OF 3 4 UR/1 C2 SEFFNFAR ON noie FL P.E. LIC. NO.44758Iro8TRAE4• l • CAST11CRETE 8" LINTEL FABRICATION DETAILS411iR4xMgt,. Yfilf9,.°. IONJzEr1 ca 3O1 1 8' 6.4 tR6 lulx olaun f4 RourR m nos rum FL - an ua 46n6 ane Rw to swE p10 01/m/N EK410 m t14S 7ARfIR4 1L - . fW 103E OI41DM R f09 4m1 2 Ot r- SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-4 6." SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SRU6 e9Fi-OD eRFI Mn4-09 e9Fle-06 5a2I efi26-06 W30-0 eer6 le so-1 senate ona-lo San-le mu -le w3o-1 4'-4' (527 PRECAST 1635 1749 MS 3M 4340 5421 6423 7567 Sul 3699 5206 6639 9M 2479 10693 4'-6' S4 PRECAST7 1494 1596 3063 2992 396e 4946 s924 6904 1756 3S99 520B 609 e060 9479 101193 5'-e' (681 PRECAST 866 92D 1770 1716 2277 2L119 3102 3946 1)61 2431 4567 9 7017 9311 S'-10'(70") PRECAST 81D 1633 1600 2124 2949 3174 3700 tI13 2W 4242 6619 0000 7402 B706 6'-8' (80) PRECAST 797 sot IB75 3I59 801e 7147 N/e 7360 901 WS 312D SO46 7115 9479 1 7,-6' (9D7 PRECAST 755 1490 2459 3776 57u 72D 5M3 755 1420 2459 SPB 574J 699 I 9'-8' (116 PRECAST 411 466 999 1508 2?S3 3126 0091 3148 526 999 1568 2253 3129 4160 5891 J) THE NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR CRATE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GENERAL NOTIS 1) IMnla6e r. B' peud ScM . 4100 pd re ptaY.ad lidd - a6o 4d a.re p•d - 31160 am CIO r pa a.da.n 3 b eb at« pit ASM uu 4a 60 pp bed pd N4.165p.6. 2" b itlisl'rCM N .d ba 4bM a/ hbMs ler 7dd lqt 6M1 taa MM .A Soo, l! or& loW 6 9 2N 0 b.I" bMth Ism Wn 3) ftfib d 4n64r W .r mw Fda 4) 7be m.e b p.nn04d. 1.6abo IS. MR"ndml tor pmh46OapMmdd... F,— d, r-4' W41 032-19 .ab gn6e bah -WN7: 00 Ass1Amre6464tMo - 6601 3A0 Mb and ««4Lkgko .) W od b.pr imb a m'. 6 1 ddlet0 Cede S« 6mt 10 a 4ROmwe&4 I1.IM f1oA6oBdlnO 6) Sbt4 12W Odd. Y a4WeL 7) an J77 Isk, mob b m6 Q.W Maim FS Le001a 10 TW* da 0"wcwwalmnbidd mf 4mptr wa00raos4f5) IS. daipm a9 a4b4ba.e"bdd bw lw. In ..b la.o Mb >7 odlBipla an. mLtu+p csOWd d.v ad e-mar Bm+ m, 10) 9A • 94i 9owd 11) Bdbs 601 odl.{•I. ba It Winald d Q. bdbe W Its $ Ad aa94N SAFE LATERAL LOADS FOR 8' PRECAST vd2" RECESS DOOR U•LINTELS 4M-1014- SAFE LOAD PLF LENGTH TYPE BRU6 8RF6 RCMU a 4'-4- (521 PRECAST758 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-8' (an PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-8- (80') PRECAST 595 7B8 464 T-6' (901 PRECAST 509 674 363 9-8' (1161 PRECAST 370 490 1 214 SEE GENERAL NOTE 18 12) aVW%.11iprwd pall= liaj Mdrs M asud. towse.Mb 13) lba slob sA.0 of Ebb Imlmee I. atvbr e.meb wb am 0.m uafry d — 711•0 •io scads •eb ASIN 4Q/ .ppo.e/ "*.I, 14) . b.ed .'m0.«oesy dID 4Wtd •a9y « a006 a ba •IoAI b dmde5 aOa1oo6e0 .16 1 Mu .aid led wed Mdmft 1aW We Wtd bad ' Sob bwWft kW i IA Is) f« ampo u bw bt*b at V..4 m _% be fim and It" "M .AM.'. 16) IN and bep0o od aft% Ole +de loot lam eat trod h* com 17) 3.60 b•a 41. mgmtmp«d 49m5b 10666 11) W. b b bme m ab.d dap. ways I*, AO SM ad AO AS to)mm" uem...1.4e° bw 11 Iy'"'da.'Gi'6 , 5'a«= e 4waor 1/2' CURSEE SAFE IAIFRAL LOAD 1AW FOR LOAD RATOIC DD REDCO ( RCIDF) FULL COURSE 05 REBAR0 a CR60 SAFE UPLIFT LOADS FOR 8" PRECAST WI 2" RECESS DOOR U-LINTELS 4^wv R429r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH e9F6-11 OVIO-1 61s14- 1 66FIe- 1 eBF22-n eRFJ6-1 3o-n eRFe-2I 0a10- 6R1.14-21 Unt- 6a22-21 BRF26-216a30-21 4'-4' (52') PREGATT 90S Ms 2162 305e 3751 4445 5140 las 2162 3061 3751 MIS 3140 4'- 6- (54') PRECAST 16M n72 2935 3607 427s 00 104 22)2 2339 36D7 4275 4MS W-8- (68') PRECAST 1 tn7 2526 msl 37a 1911 r., 1169 IM 2326 28S4 3362 39115-10'(707 PRECASTM 74 2255 m3 32U 2799 12A 1746 2259 2273 37D0 2M9 6- B' ( PRECAST SIR IS3 AMMO 2M9 3329 ISM 1000 ISIO I960 2429 M 3329 7'-.' (90') PRECAST sos 742 1364 1765 2166 25P 2968 506 e" 1364 IM 2196 2567 220 9'-8 (116' PRECAST 395 46e ea 1222 ulo teSe 21M 39S 510 1072 1396 1701 2016 LUI j) THE NULIBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CRATE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION J3U,@ 9F9 BF]2 $ F]tE r a wo ir to6rw u F 88F1 I6-1 B/ITLwamFS 919*1 A7 13 AM DIM. RLM1CrRFlIWED J BW{0.*m LOe Flmid3 : U67 Atav% wa /b_ a) ZA. 7.' *: IML (1) 900E I-1/r CLEM C1111 67LI11 is Fmaex= 6F20 7-slar ACIIAI mrtml 1tlmO05L ML) 1MR I6017UCr RAVpsm) umcal* C6n With Ina iwra AaeyOmoa N. 7 1mue 416 CRAIOPARRWO 8324CR679 SEFFNEFL FL Mm a: rrra3 rrria 7 Tn; Irr ry r F:n ue=ri•rlr9s[1e 9tit. rrs:F: ,... , ai sre.ii:u lila; [rn.n FABRICATIONDETAILS r.v a r r :rA: 7. ar:•rz m Y zr>, r 314 r7.1TARmy'1: ld iri rr(.hl SIN: •d4: u:2.1 r•;uvly w; iwivrA a S' CITY OF SANF BUILDING S FIRE PREVEN' PERMIT APPLICA Application No: 1 7 - 3 r Documented Construction Value: S 5426 Job Address: 2(p363 Mq6 Pl e. LL Historic District: Yes No Parcel ID. Residential ET Commercial Type of Work: New 0' Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: A 041.-3 Se %i (d rr Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information Name (6! Phone: --'Z — Zy 3 " 31 Street: Fax: qo'} City, State Zip: t r4 a-n c-tc, - Il 3)-E Lid State License No.: Q-R C Name: ArchitectlEngineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: L 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 UN 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 installatior 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, pilots, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requi I ments of this permit, there may be additional restrictions applicable to this property that ma be found in the public records of this unty, and there may be additional permits required from other governmental entities such as w ter management districts, state agencies, or federal agencies. Acceptance of permit is verificatio¢ that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requ red in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submi tal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction va ue, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date 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 1 -2 Signature of Contractor/Agent 6ate t2,ja S V_(,Li 4,, Print Contractor/Agent's Name Signature of otary-State of Florida Date ght'" PAT .;? AY tAMMISSION 0 Ff 1 aEXPIRES: August 25, 20 8 8=1ed tlw Not"Pudi n Contractor/Agent is 1/ Personally nown to a or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2013 Permit Application 9507 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594 .. Orlando, FL 32824 www.RdKlelty.com 727-M-5486 813.661-0707 407-855-2636 State License # CF-0O2 R.J. WELTY Page:10 Proposal No: 717-13526 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey -1412 Lake Mary FL 32746 We Propose hereby to fumish material and labor - complete in accordance with specifications bellow for the Sum of: $5,925.00 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 alteration or deviatior from specifications below InvoMng extra costs w executed only upon written orders, and W become an extra charge over and above the estimate. All agreements contingent upon strikes, a s or dela beyond our control. Owner to cant' fire omado, and other necessary Insurance. Our workers are covered by worker's compensatio surance. _ AUTHORIZED SIGNATUR THIS PROPOSAL MA BE WITHDRA N IF NOT ACCEPTED IN 30 D, We hereby submit specifications a cites for. Master Bath 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TLi83 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord t Icernaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Sibs Yes 1 Water Heater 50 Gallon Electric NOTE. Backfiliing Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made aoutlinedabove. I agree to pay reasonable attorneys fees court costs In the event of legal action. A monthly service charge of 1 1/2% will be added after 3 days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED- 3 nt JM 0 -J DATE OF ACCEPTANCE & PAGE Branch: Hudson Last Edit By: Lest Edit Date: 7/27/2017 1:Yr , CITY OF SANFORD BUILDING dt FIRE PREVENTION PERMIT APPLICATION 7 Application No: i `7- 31 q i Documented Construction Value: s 16) Job Address: (A Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of se Move Description of Work: I;k) t' 1 ) 1 rz2 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information / '' `` Name ( Phone: % b47 — 3 7(X-) Street) _ 1 # Resident of property? City, State Zip: c) 714 LD Untractor Information IName —la IrnoY_ E..r-4 I(,, l nIh Phone: L1C)% /nL1/o Street: Fax: ) T (p yyrr:.. - City, State Zip: on State License No.: Name: Architect/ Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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, 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: 51h 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 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. 115 gSigwtureofOwner/Agent Date 'azure of Contranor/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 Sw f- r brocK t ntractor/Agent's Name Signature of Notary -State of Florida Date PAMELASTERNUS Commission tl GG 110622 Expires August 7, 2021y' orw f mfaodrift eud twowysovloea Contractor/ Agent is Personally Known to Me or Produced ID ype 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 APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 201 S Permit Application t I° Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front 25' Rear - 20' Side - 7.5' LOT AREA CALCULATIONS LOT 7.762 SO.FT. LIVING AREA- 1.981 SOFT. GARAGE - 402 SOFT. PORCH 78 SO.FT. DRIVEWAY 437 SO,Fr. PATIO - tat so Fr WALKWAY = 44 So•FT. A/C PAD 9 SOFT IMPERVIOUS- 40.3 X SOD - 4.630 SO.FT. OFF LOT AREA CALCULATIONS R/W - 1.687 SORT. APRON 114 SORT. SIDEWALK - 338 SOFT. SOD 291 SOFT. TOTAL AREA AREA so.Fr. DRIVEWAY = 551 SO.FT. SIDEWALK = 382 SO.FT. SOD - 4,821 SO.FT. s LEGEND:AOUSSO-Access/Orelnoge/Ul lilies/Sidewalk or /Sight Distance Easement PRM—Permanent Ref. Monument PCP —Permanent Control Point FP&L —Florida Power & tight FFE —Finish Floor Elevation U—Water Meter Book IM—Water Valve P.B.—Plot Book Tf—Fire Hydrant Pg.—Page A1CR—Reclaimed Water Meter tionSIV.—Eleva RCX—Reclaimed Water Valve Cone. —Concrete Cable Box BP Brick Paver QM —Telephone Box SW —Sidewalk m—Electric Box FFE—Finished Floor Elevation Utility Pole CI —Curb Inlet Guy PoleEughtGTI—Corte Top Inlet Pole P.U.E.—Public Utility Easement tGuy Me her RCP —Reinforced Conc. Pipe emu --Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS—No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF —Square Feel ENN* —Electric Hondhole O.U.E. —Drainage/Utility Easement FMGO—MAG NAIL 000 —Clean Out DISK P.K.—Porker Kolon Nail Irrlgation Control Valve Is —Sign SIR —Set 1/2' Iron Rod L87768 wpa—Gate Water Valve SPKO—Set P.K. & Disk L87768 Gas Meter FIR —Found 1/2' Iron Rod L87768 11c,-Exbting Grade FIP—Found 1/2' Iron Pipe L87768 d-Blow—off Valve FPKO—Found P.K. Nail & Disk LB7768 ----Drainage Flow Direction FCM—Found 4'x4' Concrete 10.0—Proposed Oesian Grade WYNDHAM PRESERVE - LOT 83 SPECIFIC PURPOSE SURVEY FORMBOARD) h w w LOT 82 I I WYNDHAM PRESERVE LOT 83 PB 81. PG 93) S 89'43'03" W 390.25' MAGPIE WAY cu 50' RIGHT-OF-WAY PRIVATE ROAD) iCONC CURS PROPOSED 5' frnnrr einewAii LITY S F,AS10EMTUTIENT (P) N--------------- v- ---- 15.2' 15.2' , 0---------------' 7. 7' 241 rn m 20. 0 n b 6. 7 PROPOSED y I STORY RESIDENCE 1981OPHELIA a LOT ELEVATION -T in GARAGE -LEFT O FFE= 23. 55 h w LOT 83 AREA = 22. 7 7.7' 7,762 S.F. t c o) aj 1 I I o• I I I g 5_ Na v ID v I I n 1 I SURVEYOR' S NOTES: 1. Current title information an the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar Items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NCM9). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. S. This Specific Purpose Survey is for the location and 67.50" S89 TRACT B STORMWATER) BUU. DI NG 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. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Mop Panel Number 12127C-0765H. in Flood Zone "2" elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 83, according to the plat StJW of " WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida rat ur• This certifies th b Lof hereon described property A wasmade und& upems' i p'rpeets the Standards of 555 Wlndertey Place, Suite 109 Maitland. FL 32751 Practice RZ ' fp s d51d of Professional Phone: (321) 270-0440 r, Surveyors -P/ lorido Administrative Fax: (813) 248-2266 Shlgpts;'kascode, ailftoaction 472:02 l0arida Statute,. Licensed Business NO. LB 7768 O : OF : GeoPoint Surveying. Inc. ores D!" L 'n ur '.. Fl.ORIDA PROFESSIONAL 691 Drawn: mwn:MTPChecked:JOL P.C.: Data File:Brtaarifmt-Plot SUtlL lbR MAPPER N0. Elate:2/ 02/18 Owg:IkteanEmt-Ia1N Order No.: '- NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RASED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Sk: — 1 r l TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, Fi. 34787 407-656-9656 PROJECT NO: ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT\/L'/'`` = ^• =a .y (,<< 3 PROCTOR SPECIFFCATION: CONTRACTOR S O" MUM MOISTUREI f- - 7_ % REPORTED TO: / LOCATION: o`rY lJ vl MATERIAL: G • DATE TESTED: ' 0 / - Z If / MAXIMUM DRY DENSITY4 0 (= . L) LOCATION DEPPH DRY DENSITY MAX DRY DENSITY PERCENT DENSITY RE PERCENT INCHES lbs. cu. tL lbs. cu. R. Z y la(, .( FCC, , 9. / 105. %) 6,,-L Ioq,G r0'b'4 y 1', Z. 7 e Submitted by, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: $ 4,636.00 Job Address: 2635 Magpie Way Historic District: Yes No Parcel ID: 17-20-31-502-0000-0830 Residential X Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Phone: 407-886-3729 ext. 163 Fax: Name STARLIGHT HOMES FLA LLC Street: 1064 Greenwood Blvd Suite 124 City, State Zip: Lake Mary, FL 32746 Title: Pre -Construction Coordinator Email: arosenwinkel@energyair.com Property Owner Information Phone: Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Enegry Air Ct Fax: City, State Zip: Orlando FL 32810 Name: State License No.. CAC1816317 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 regulati ng 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application aT 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date 2/16/2018 Signature of Contractor/Agent Date Robert Kulp 2/16/2018 Notary Public State of Florida Arionns C Rosenwtnket 1 Mr comffa"ion GG 147099Eapire610101Q021— _ 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes El No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application WORK ORDER lob #- 33325 Date: 8/2/2017 144688 Subdivision Phase I Bld I ULI I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 10- 2635 Magpie WayADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 32773 1981 SModel/Bld Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaccJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or Furnact Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficiency EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Ya15omoi7 Builder calls inspection: yes Zone Kit #1 ZD1 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. 15 X Flue Pipe: X Grs.Stamped Returr 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Ducl 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 2.20 27.72 Rou hin 2,283.00 04-Installation Labor 24.63 369.45 06-Piping Labor 7.00 119.00 Trim 2,283.00 14-Kitchen Vent Trim 1,162.7102-Material/Tax 1,339.7701-Equipment/Tax 80.00 Permit 70.0009-Permit/Other 1.30 16.38011-Delivery Labor 20-Pull Material Labor 2.60 32.75 Total Contract: 4.636.00 2.50 42.5012-StartupLabor dr Job M Starlight - Wyndham Performed for. Lot 83 -1981 TL Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone:407-886-3729 vmwenergyalmom GRenner@energyaircom a Scale: 1/8" = 17 Page 1 RightSule® Universal 2017 17.0.08 RSU17013 2017Jun-17 09:28:03 am PreservelLot 83 -1981 TL.rup e o 1a01 m o •• o a v 0 a v 0 00 a"u dl O O z c m0 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side 7.5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. qp FINAL BOUNC PCP • CENTER LINEN" SURVEY WYNDHAM PRESERVE LOT 83 PB 81, PG 93) S 89'43'03" W 390.25' MAGPIE WAY 50' RIGHT—OF—WAY , CONC CURB (PRIVATE ROAD) IWMI i ell LOT / I I I I 1 1 I I ' I I I I I I LOT 82 1 1 1 1 I , I 1 I 1 I I 15.0' l8 -I ieenaeG 13uainesa L.EGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk BFP-Backflow Preventer Sight Distance Easement S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description TJB -Telephone Junction Box P -Plot FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B.-Plat Book 110'-Fiore Hydrant Pg. -Page AIC®-Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc.-Concrete Cable Box 8P -Brick Paver m -Telephone Box SW -Sidewalk El -Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top Inlet 0-Light Pole P.U.E. -Public Utility Easement E— -Guy Anchor RCP -Reinforced Conc. Pipe TFP-Electric Transformer Pad PVC -Polyvinyl Chloride o -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet ENHo -Electric Handhole O.U.E. -Drainage/Utility Easement COO -Clean Out FMGO-MAG NAIL & DISK ACVML-Irrigation Control ValveP.K.-Parker Kolon Nail r -Sign SIR -Set 1/2' Iron Rod L87768 WD4-Gate Water Valve SPKD -Set P.K. & Disk L.87768 Gas Meter FIR -Found 1/2' Iron Rod L.87768 Existing Grade FlP -Found 1/2* Iron Pipe L87768 01-Blow-off Valve FPKD -Found P.K. Nail &Disk L87768 -Drainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM L.87778 1 -As-Built/Existinq Grad Note: Some items in above leaen mov not be aoelicablal I uescrlption I Date I Dwn.ICk'd I P.C.IOrder No. zaW wv, Mia @ Top SPKD O LO' UTILITY co EASEMENT (P) O N t+! CONC WALKi 15.2' 18.0 a! as 7.50' 15.8' — to V 0 0 1-4 7.7' 1 STORY RESIDENCE 2635 MAGPIE WAY FFE= 23.54 15.2' / ClDoQ 22.0 g 1 CPAD Av LOT 83 AREA = i 7,762 S.F. +/- S/R 22.7 7.7' PATIO o i 22.7 a; 1 NtD I i 67.50' S89'43 QD Top Elev=21.66' TRACT B STORMWATER) SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible Improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is Intended to be displayed at 1' a 20% 7. All boundary line dimensions are field measured unless otherwise noted. SIR PCP 15 PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'A' DESCRIPTION: LOT 83, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Field Survey: 05 15 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida States. GeoPoint Surveying, Inc. Jeffies D. LAner ORIOA PROFESSIONAL SURVEYOR & MAPPER NO. LS6915 Drown: RCA Chocked: JDL P.C.: Data File:8111,nEast-Plat NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 05/16/18 Dwg: &1s=nW-LaW Order No.: ED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: e--