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Home My WebLink About2627 Magpie Way 18-283; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT (( O STATEMENT NUMBER: 18100000 DATE: January 02, 2018;/II Cy BUILDING APPLICATION #: 18-10000006 t'QI`( 1 BUILDING PERMIT NUMBER: 18-10000006 UNIT ADDRESS: MAGPIE WAY 2627 17-20-31-502-0000- 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: 2627 MAGPIE WAY/ WYNDHAM PRESERVE LOT 82 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 Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing ORD 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: 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 POP 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. P CITY OF SANFORD BUILDING & FIRE PREVENTION 4 DEC 097 PERMIT APPLICATION n Application No: 19 zg3 Documented Construction Value: $ , t4' ' f Z'q1 a 5 3.` 0 Job Address: rYl 2,r, .Die. Historic District: Yes No U" Parcel ID: 17-20-31-502-0000- o lsxo Wyndham Preserve Lot Residential [2 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 Fag: 407-647-0700 Email: Shayne.mangel@stariighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: . 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor information Name Starlight. Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/ Engineer Information y + Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@cxtulhemkulp.com Bonding Company: NA Mortgage Lender: Address: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE Of COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation.has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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 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 con10T ce with all applicable laws regulating construction and zoning. a re o caner/Agee Date Print Owner/Agent's Name Signature of Not -State of Florida Date yA s Shayne Mangel o NOTARY PUBLIC STATE OF FLORIDA. i Comm# G66G11 1 3111 Owner/Agent i`s E ti9 onallyXxl2own to Me or Produced ID Type of ID m (? hs fib Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name S ", R)S)l-1' Signature of Nota -State of Florida Date p P3ty so Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm#GG1G1 13111 Contractor%Agent sxp&SVIAAIY Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical ® Mechanical [j[ Plumbing©' Gas Roof Construction Type: 415 Occupancy Use: fL, 3 Flood Zone: x-5 EE Total Sq Ft of Bldg: Z, 33 1 Min. Occupancy Load: lZ # of Stories: I New Construction: Electric - # of Amps LEA Plumbing - # of Fixtures %s Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: ZONING: r aglo UTILITIES: COMMENTS: ENGINEERING: "'CC, \`%'Z0t$FIRE: Fire Alarm Permit: Yes No E WASTE WATER: BUILDING: srt; 2• 1,.1 • t% Ok to construct single family home Qz,M -r S g.a-crti o2-ra with setbacks and impervious area shown on plan. 30. 0% irrf. 1"1661 H- OLW I - T1 6r Zo t -1 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION u 2017PERMIT APPLICATION s°--°------ Application No: Documented Construction Value: $ l t 3 9 D Job Address: ryA ; e, Historic District: Yes No Parcel ID: 17-20-31-502-0000- o $a,o Wyndham Preserve Lot 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 Fag; 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight. Homes Florida; LLC/Robert Willets Phone: 407-647-3700 No Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - Bonding Company: Address: NA E-mail: sives@rrlulhemkulp.com 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, heaters, tanks, and air conditioners, etc. ti C 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code red: June 30, 2015 Permit Application f 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 compliT*e with all applicable laws regulating construction and zoning. re o caner/Age Date Print Owner/Agent's game SofNoe of Florida Date Share Mangel @otPRYAo NOTARY PUBLIC STATE OF FLORIDA Comm# GggG11 1// 3 111 Owner/Agent is E 91 onally-Known to Me or Produced ID Type of ID Signature of Contractor/ Agent Date Robert Willets Print Contractor/Agent' s Name Si Signature of No - State of Florida U Date yso NOTARY PUBLIC a ` -STATE OF FLORIDA 0,v Comm# G,G.11113111 Contract or%gent rsxP&s-P9 Na11y Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, of Heads Fire Alarm Permit: Yes No UTILITIES: E- WASTEWATER: BUILDING: Revised: June 30, 2015 Permit Application I 1=18777— 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.mangelC@starlighthomes.com Property Address: 2627 Magpie way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0820 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) a t u „g ti,' e Nyii®FFICIAL aUSEuQNLYvutr Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-283 Reviewed by: Michael Cash, CFM Date: January 8, 2017 r 0 D Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & D 1 Y 187_q Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or v sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any otherT jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the Know what's below. size and location of the existing right-of-way and use shall be provided or application could be delayed. call baroreyou aig. 1. Project Location/Address: 12iU nie . (1 jo _ c nssar l 32.'l'1 2. Proposed Activity: ADriveway IJCI Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: L'. (L}1/Z u i C - rte_,.3 St—Y-?- This application is Propertyawner. Signature: Address: 1 O4oL%- John Reny PrintName: Phone: gi0-1- Z 0 9 -Ott, I Fax: Lt7O"1- (QLI`T- O"T,otl Email: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, its counciipersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of ay. I have read god uoyrerstand the above statement and by signing this application I agree to its terms. Signature: 1 / Z Date: ia- -.,4 - I -I This Ifermit 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: Application No: Reviewed: Public Works Utilities Approved: AAL EngineeringSite Inspected by: Special Permit Conditions: Date: Official Use Only Fee: Date: Date: Date: Date: t ` % - Zo t__ Date: November 2015 ROW Use Driveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: la - -1—j Project Name: Wyndham Preserve -Lot Project Address: aca;Nq °Lazo; W!-)Sanford FL 32771 Building Permit #: Electrical Permit # O In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . 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 AM). 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 NapioNof Owner/Tenant Signa ur of Owner/Tenant JURISDICTION EMPLOYEENAME: JURISDICTION: Robert Willets Print Nime of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Print Name of El. Contractor Signature of El. Contractor Ec MWgf El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1'a 2`t a -1 Z 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): Y The specific permit and application for work located at: treet 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 instruuem was acknowledged before me this day of , 200 l`, by KOUert Willet$ who is o personally known to me or o who has produced as identification and who did (did not) take an oath Shayne Mangei INcE NOTARY PUBLIC FLORIOA Comm# GG113111 Expires 6/21/2021 Rev. 08.12) aL,'J- Signature Print or ty ame Notary Public - State of _ Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY: AMY L-C,, IavName: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida isRi=iilT t1Fri_0`t r SEl1:Ch10LE 0OU14T`r' CLERK OF CIRCUIT C_:OL1RT & COMPTROLLER BK 904-8 Ps 151.9 (1F's' ) CLERK'S T 2017131006 RECORDED 12/2°I2017 12 :13 1-1 i 11=1'1 RC::CORD ING FEES a.10. i ifl RECORDED BY fsm i t:h County of Seminole Permit Number. Parcel ID Number. 17-20-31-502-0000- G goo The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pas 93-102 Lot Ba Address: ai1,'1 a D lU y,s, r T 3a'['i 3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name, NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA htIVIC55: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. NA Of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless adifferentdateisspecified) c TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF4CEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, y STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. AOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYCOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. otpuzury,1 declare that I have read the foregoing and that the facts stated in it are trueknowlkdgeandbelief. tr! Ow nerswners Signature dl .+ re Owner's Printed Name Florida Statute 713.13(l)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.* State of County of tY\ \ The foregoing instrument was acknowledged before me this day of 20 by 1 ,s 1 \\ I Who is personalty known to me UNameofpersonmakingstatement OR who has produced identification type of identification produced: 1Pft Sheyne Mange[ Q NOTARY PUBLIC ESTATE OF FLORIDA w = Comm# GG113111 V Notary Signature V*CE 1SWb Expires 6/21 /2021 f!, ,64 t c.z 5tanlgnt Homes t-lonoa LLU IU18924 uity of 5antord UU2448 Inv. Date PO / Invoice No. _ Community / Lot # I Amount Hold/Ins. I Discounts I Net Payment 09/05/17 82 PLAN FEE 364.00 364.00 q(C) r— - 7 Total 364.00 0.00 0.00 364.00 BP200I03 CITY OF SANFORD 1/04/18 A. Application Inquiry - Fees 11:33:49 Application number: 18 00000283 Property . . . . : 2627 MAGPIE WAY Fee Class/Type/Description Trans amt A AF 01-APPLCTN FEE -BUILDING 25.00 A BR 01-BLDG PLAN REVIEW . 342.00 Credit fees due: Revenue fees due: Total due: Press Enter to continue. F3=Exit F11=Change view a CUSTOMERS RECEIPT *** Oper: BLANTOND Type: OC Draper: 1Date: 1/04/18 01 Receipt no: 50143 Year Number Amount2018283 2627 MAGPIE WAY SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 364.00 Tender detail CK CHECK Total tendered Total payment Trans date: 1/04/18 2448 $364.00 364.00 364.00 Time: 12:22:05 F12=Cancel Amt due Struct Permit Insp 342.00 00 i 367.-0, 00 F10=Amt billed Bottom t FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 82 - 1769 TL Builder Name: Starlight Homes Street: ;n Z1 ie, c Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number:# 1 8 - 2 8 3 UOwner: S}c Jt - __ Location: FL, Sanfory Jurisdiction: Design County:: Climate Zone 2) eminole (Florida 1. New construction or existing New (From Plans) 9. Wall Types (2114.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft2 6. Conditioned floor area above grade (ft2) 1769 b. NIA R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1769.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 53.82 Glass/Floor Area: 0.091 SASSTotalBaselineLoads: 56.03 I hereby certify that the plans and specifications covered by Review of the plans and CKE Sz43ithiscalculationareincompliancewiththeFloridaEnergy Code. specifications covered by this calculation indicates compliance v FOB 6--a 4' with the Florida Energy Code, PREPARED BY: fegkvt Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyode. iNlr OWNER/AGENT' a&10BUILDING OFFICIAL: DATE: DATE: y-« 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 Qn 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 Qn for whole house. 6/17/2017 10:11 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 13eT.IM Z4&'t3 10[I PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 82 - 1769 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 82 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE v Design Location IECC Design Temp TMY Site Zone 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 Blockl 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Hip Composition shingles 1978 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 6/17/2017 10:11 AM EnergyGauge® USA - FlaRes2.014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 E 2 N 3 W 4 S 5 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 59 5 9 4.1 18 6 9 4.1 75 3 9 4.1 38 1 9 13 35 3 9 4 554.6 ft2 0 0 0.6 4 172.7 ft2 0 0 0.6 4 702.3 ft2 0 0 0.6 4 355.4 ft2 0 0 0.6 4 329.0 ft2 0 0 0.01 0 0 0 0 0 DOORS Omt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 2 E Wood Main N Wood Main None None 39 3 6 10 39 2 10 6 10 20.5 ft2 19.4 ft2 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 E 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes W 3 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.58 0.2. 0.34 0.26 0.34 0.26 0.34 0.26 0.34 0.26 41.0 ft2 11 ft 10 in 1 ft 0 in None 30.0 ft2 1 ft 0 in 1 ft 0 in None 15.0 ft2 1 ft 0 in 1 ft 0 in None 45.0 ft2 1 ft 0 in 1 ft 0 in None 30.0 ft2 10 ft 0 in 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 410ft2 410ft2 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 6/17/2017 10:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CnDRA DAnr-')r1IA 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 1 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 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb jMar Apr Ma Xj] Jun (X]]] Jul [Xjj Aug Se Oct [ Nov Dec MarJXJ X Jun (] Jul [ j AugAprMay Sep NovOct DecllVentinJanFeblhlMarJJ1Jun [ ] Jul [ jj Aug JSep lnj Nov 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 PM 68 66 68 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 6/ 17/2017 10:11 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PNER- R'FCE LEVELL (EPL) DISPLAY CARD R&'S:Y.l^..L.:&mi:,'C.'YCMiNi'di/'- "Aa:LiGt13,:i :A.E;.1 J#Y::iV;;LTiltt 9B:/ :."' h»ti+:<ti :.ii°.P3ZA TF.:_°a386YxylkYlAY.eIR2P-^5.:4w'T6S4''2'iti."2R.Sn'^2'S.' r ESTIMATED ENERGY PERFORMANCE INDEX* • The lower the - - Index,more efficient 3:7'CQ+r1..@P.;.•!.^.u8[f.-.1i^:i&-i'.sS'_b's1s:;U i SL;rI3 iW[• .•'.H:i Y-.^.i^.^Li: _`T` 'sT`-"^ 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 (ft2) 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: NIA 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 1785.00 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ft' 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1769.00 ft2 1769 b. N/A R= ft2 c. N/A R= ft2 Area 120.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 353.8 41.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:14.00 ft2 5.436 ft. 0.257 Insulation Area R=0.0 1769.00 ft2 R= ft2 R:; ft2 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: Date: - la.- Address of New Home:48090" City/FL Zip: clj; kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. )f 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 10:11 AM EnergyGauge® USA - RaRes2014 - 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 82 - 1769 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. Corners 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/doorjambs 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 airtight, 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 10:11 AM EnergyGauge® USA - FlaRes2014 Section R495.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 82 - 1769 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:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data HOUSE PRESSURE Gil Leakage Characteristics CFM(50): FLOW: I ELA. Eq LA: 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 10:11 AM 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 third parry conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O TfiE S744' L1_ • t-I EnergyGauge® USA - FlaRes2014 - Section R405.4.1 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 82 - 1769 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 Leakaae 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 by Leakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in o accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: Wt. 6/17/2017 10:11 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 For: Lot 82 - 1769 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 17937 Btuh Ducts 1705 Btuh Central vent (57 cfm) 1620 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21262 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg CoolingArea (ft2) 1756 1756 Volume (ft3) 16375 16375 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 71 38 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 477 Temperature rise 29 °F Actual air flow 899 cfm Air flow factor 0.046 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 15461 Btuh Ducts 2930 Btuh Central vent (57 cfm) 1105 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19496 Btuh Latent Cooling Equipment Load Sizing Structure 1931 Btuh Ducts 289 Btuh Central vent (57 cfm) 1697 Btuh Equipment latent load 3917 Btuh Equipment total load 23414 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 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.83 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. Wrl htsofta 2017-Jun-17 09:21:34 rFAE=9 Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCPc ... Specific\Wyndham Preserve\Lot 82 - 1769 TL.rup Calc = MJ8 Front Door faces: N Manual S Compliance Report Job: Starlight -Wyndham wrightsoft , P P Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 s 5401 Energy Air, Ct, Orlando, FL 0 GRenner@energyair.com - - For: Lot 82 - 1769 TL, Starlight Homes Sanford, FL 32773 31 o a o • e Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19496 Btuh Entering coil DB: 77.2°F Outdoor design WB: 75.9°F Latent gain: 3917 Btuh Entering coil WB: 64.0'F Indoor design DB: 75.0°F Total gain: 23414 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Manufacturer's Performance Data atActual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 135% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 89% of load Temp. rise: 50 °F Meets are all requirements ofACCA Manual S. Capacity balance: 37 °F Economic balance:-99 °F 2017-Jun-17 09:21:34 wrightSOW Right-Suite®Universal 2017 17.0.08 RSU17013 Page 1 AC +, ... Specific\Wyndham Preserve\Lot 82 - 1769 TL.rup Calc = MJ8 Front Door faces: N Duct System Summary Job: Stadight-Wyndham wj'ghtsof , Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401'Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: wmv,energyair.com For: Lot 82 - 1769 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 0.187 in/100ft 0.187 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 150 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Math Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 h 1051 48 29 0.195 5.0 OX 0 VIFx 23.6 120.0 st3 bed2 c 1699 63 83 0.197 6.0 OX 0 VIFx 22.1 120:0 st3 bed3 h 3603 165 102 0.187 8.0 OX O VIFx 34.5 115.0 st3 c12-A c 164 1 8 0.196 4.0 OX 0 VIFx 23.0 120.0 st3 foyer c 1381 64 68 0.344 5.0 OX 0 VIFx 11.5 70.0 kit-din-fam c 2586 93 126 0.191 7.0 OX O VIFx 26.8 120.0 st1 kit-din-fam-A c 2586 93 126 0.195 7.0 OX 0 VIFx 23.9 120.0 SO kit-din-fam-B c 2586 93 126 0.255 7.0 Ox0 VIFx 4.8 105.0 lawn c 1108 20 54 0.356 5.0 OX 0 VIFx 8.7 70.0 m bath h 970 44 35 0.195 4.0 OX 0 VIFx 23.5 120.0 st2 m bed h 3501 160 106 0.193 7.0 OX 0 VIFx 29.8 115.0 st2 c h 1182 54 35 0.195 5.0 OX 0 VIFx 23.6 120.0 st2 u: Su . ly TrWNPetail Tablen Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 186 253 0.191 572 9.0 0 x 0 VinlFlx st2 Peak AVF 259 176 0.193 586 9.0 0 x 0 VinlFlx st3 Peak AVF 277 222 0.187 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Jun-17 09:21:34 A - - wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013. Page 1 ACCk ... Specific\Wyndham Preserve\Lot 82 - 1769 TL.rup Calc = MJ8 Front Door faces: N 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 rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Jun-17 09:21:34 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 Specific\Wyndham Preserve\Lot 82 - 1769 TL.rup Calc = MJ8 Front Door faces: N o'hal I Lisowdi'M Iq VA: ANNg— Level I rn bed 1 2 x 6 126 Cfm 1 2 x 6 18 x 8 160 cfm 7" 7 TVTR kit -din -faro DF 9.1 1 X 4 rn bath 14 cfm 9 7 4 cfm 4 12x6 7 12 126 Cf 24 x 18 p 1 2x try 5" 899 cfm 7 T10x6 54 cfm la wic PA ac pffr7T-RI 10 x 6 54 cfm h 6' CA VTR bed 0 x 6 5" 57 CFM 3 cfm 6" AHU ON METAL STAND Ct 2.5 TON 240V/ 5KW HP 4" 5' 10x6 8 x 4 10x6 68 cfm 8 drel 48 cfm bat -0 garage 3'VTRCye" (DroyeI F 1M4x 6 r,13 12 x 8 165 cfm bed3 Job #: Starlight- Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 1 Lot 82 - 1769 TL 5401 Energy Air, Ct Right -Suite® Universal 2017 Orlando, FL 32810 17.0.0 8 RS U 17 013 Sanford, FL 32773 Phone: 407-886-3729 2017-Jun-17 09:21:41 am Preserve\Lot 82 - 176.9 TL.njp www.energyair.com GRenner@energyair.com i 1 '112" VTR VTR I I I I I IAFY-1 M, o we 2" - Iv w Twm I KIT AUTO VENT 1 112" VTIR I1` > o I 3" TUB _ I Sol 3-1 cto PLAN 171619 PLUMBING RISER DIAGRAM C a LI 00 0 O 3 (1). rn V)Nz 1) o J__ o o \ N c v s Z N v C c o C O N CO LEGAL DESCRIPTION WYNDHAM PRESERVE - LOT 82 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.89a52'08"E., a distance of 914.86 feet; thence N.00o16'57"E., a distance of 388.90 feet to the POINT OF BEGINNING; thence N.00a16'57"W., a distance of 115.00 feet; thence N.89043'03"E., a distance of 84.14 feet; thence S.00a16'57"E., a distance of 115.00 feet; thence S.89o43'03"W., a distance of 84.14 feet to to the POINT OF BEGINNING. Containing 9,676 Square feet, more or less. ZONIN, _ OATc (L Ok to construct single family home with setbacks and impervious area shown on plan. 30. 0'/o imp. 1_Ivl h OWE Vn -T) GrL. LOT AREA CALCULATIONS LOT = 9,676 SQ.FT. LIVING AREA= 1,769 SQ.FT. GARAGE = 410 SQ.FT. PORCH = 43 SQ.FT. DRIVEWAY = 528 SQ.FT. PATIO 109 SQ.FT. WALKWAY = 40 SQ.FT. A/C PAD = 9 SQ.FT IMPERVIOUS= 30.0 % SOD = 6,768 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 2,104 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 421 SQ.FT. SOD = 391 SQ.FT. TOTAL AREA AREA = 11,780 SQ.FT. DRIVEWAY = 642 SQ.FT. SIDEWALK = 461 SQ.FT. SOD = 7,159 SQ.FT. PCP PLOT PLAN S 89'43'03" W 390.25' MAGPIE WAY 50' RIGHT-OF-WAY PRIVATE ROAD) 0 PROPOSED 5' CONC SIDEWALK N89043'03 "F N- - - - - - - cn C 20.6' 1 Oi h LOT 81 , f N o h ' LOT 80 1 J 20.6' POINT OF-' r' BEGINNING o POINT OF COMMENCEMENT SOUTH LINE OF r- 06 l00SOUTHWESTCORNEROFTHENORTHEAST THE NORTHEAST 1/4 OF OF SEC 17-20-31 Z SECTION 17-20-31 ( BASIS OF BEARING) N89'52'08"E 914.86' WYNDHAM PRESERVE LOT 82 Proposed) PCP - CENTER LINE CONC CURB 84.14' 0 -° Mo 00 DU) mv 0-D M zo "' A0fL-'-- 20.0 N = vi 0 4.7 PROPOSED 1 STORY RESIDENCE 1769 HAWKING ELEVATION - T o GARAGE - LEFT ,ono FFE= 23.2 LOT 82 AREA = 9, 676 S.F. ± 10' UTILITY EASEM NT (P) o 1 25.5' 21. 5' i 15. 0' COVERED I i rn PORCH rn -=- 12. 7 13.7 25. 5' 41 I I 84. 14' S89043'03 O O h LOT 83 15. 0' 1 TRACT B STORMWATER) Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. BUILDING LAYOUT NOTE: Front = 25' Contractor and owner are to verify all Rear = 20' setbacks, building dimensions, and layout Side = 10' 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. PE - oo gwpmen LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk BusinessSURVEYOR'S NOTES: LB -Licensed BFP- Backflow Preventer SurveyPCP- Permanent Sight Distance Easement PRM- Permanent Ref. Monument 1. Current title information on the subject property had not Reported Control Point been furnished to GeoPoint Surveying, Inc. at the time of this D - Description JSFP&L-Florida Power & Light plot plan. P - Plat FFE-Finish Floor Elevation D. B.-Deed Book O. R.-Official Records Book Water Meter N- Water Valve 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. P. B.-Plat Book Zr-Fire Hydrant pg.- Page Elev.- Elevation RC® - Reclaimed Water Meter RCD4- Reclaimed Water Valve 3. Elevations shown hereon are in feet and are referenced to Conc.- Concrete Cable Box the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). BP - Brick Paver SW - Sidewalk m- Telephone Box Electric Box 4. Proposed grades & finished floor elevations shown hereon FFE- Finished Floor Elevation 0-Utility Pole are from the construction plan for "WYNDHAM PRESERVE", CI - Curb Inlet O-Guy Pole City of Sanford Seminole County, Florida. GTI- Grate Top Inlet O-Light Pole P. U.E.-Public Utility Easement E--Guy Anchor 5. This Plot Plan is subject to matters shown on the RCP - Reinforced Conc. Pipe OU--Overhead Utilities 0 - Storm Sewer Manhole construction plans for "WYNDHAM PRESERVE", City of PVC - Polyvinyl Chloride NCS- No Comer Set (Falls in Water) S -Sanitary Sewer Manhole Sanford Seminole County, Florida. SF - Square Feet D. U.E.-Drainage/Utility Easement EHHo - Electric Handhole COO - Clean Out 6. Proposed information shown based on proposed/ FMGD- MAG NAIL & DISK XVDG-Irrigation Control Valve supplied plan and/or instructions per client (not field P. K.-Parker Kalon Nail Sign verified) 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 LB7768 11-Existing Grade MID - Found 1/2" Iron Pipe LB7768 cl-Blow-off Valve FPKD- Found P.K. Nail & Disk LB7768 -lb -Drainage Flow Direction FCM- Found 4%4" Concrete Monument PRM LB7778 10. 0-Proposed Design Grade 10. 2 licable PLOT PLAN ONLY Note: Some items in above legemay not be a NOT A SURVEY) Description I Date I Dwn.1 Ck'd I P.C. I Order No - I For Permitting ONLY) 000 ames D. L viner LS6915 FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. ................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 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 ' Y DESCRIPTION: PROPOSED LOT 82, Irmd according to the plat of "WYNDHAM no 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 Checked: JDL P.C.: Data File:BrissonEost-Plat Date: 6/30/17 Dwg: BdssonEast-LotB2 Order No.: SEC. 17 - TWN. 20 S. - RING. 31 E. Field Bk: RECORD COPY PALM ER ELECTRIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 I. HVAC LOADS (NEC 2011 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA I1. GENERAL LOADS 1NEC 2011 - 220.82(B)(1) - (4)) LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA TY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA 1 LAUNDRY CIRCUIT 1.50 1.50 KVA 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA 1 DISPOSAL(]) 0.80 0.80 KVA 0 DISPOSAL(2) gv)1 DING 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) SANFORD 12.00 12.00 KVA . COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS p FPAR 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT # 1 8 - 2 8 3 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 1920 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) {NEC 2011 - 220.82(B)] 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD (NEC 2011- 220.82(A)) 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 150 Amp Electrical Diagram 150 Amp Main 120V / 240V RECORD COPY Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode LDHVQ Sp,N`ORD OFPAR REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # N11, . 2 R 3 Address: Z r.. 2.'i MA-E ?m t., A-4 BUILDING PERMIT Min Max Inspection Descri tion 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 i°i SS'W, 1k k " *<` iw t X Y 4' V f'n t ...51 S`J V. pi"i k SR d t, Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i s: T'rTMy'L"eU4BItNG1PiFtRMSITi '" Y. Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i REVISED: June 2014 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: WP0082 - MiTek USA, Inc. Site Information: Tamp Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Ashton Woods Project Name: WP0082 Model: 1769 Lot/Block: 82 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: FBC2014lTP12007 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 23 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 1 T12668137 1 Al 12/6/17 118 1 T12668154 1 D1 1 12/6/17 12 I T12668138 I A2 112/6/17 119 T12668155 D2 12/6/17 13 T12668139 I A3 12/6/17 120 1 T12668156 E1 12/6/17 14 T12668140 I A4 112/6/17 121 I T12668157 I EJ3 12/6/17 15 I T12668141 I A5 112/6/17 122 I T12668158 I EJ5 12/6/17 16 I T12668142 I A6 112/6/17 123 1 T12668159 ER 12/6/17 17 I T12668143 I A613 12/6/17 I 18 I T12668144 1 A76 12/6/17 19 1 T12668145 I B1 12/6/17 110 1T126681461 BJ1 12/6/17 11 I T12668147 I BJ3 12/6/17 112 I T12668148 I BJ5 12/6/17 113 I T12668149 I C 1 12/6/17 114 I T12668150 I C2 12/6/17 115 I T12668151 I CJ3 112/6/17 116 I T12668152 I CJ5 112/6/17 117 I T12668153 I CJ7 112/6/17 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 ANSIfTPI 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 ANSIlTPI 1, Chapter 2. e 1 283 XTAi Ape''', 80 OF :441 w. i 418 /O N A` ,-',,.. Thomas A. Marl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 Albani, Thomas 1. of 1 Truss Truss Type City PlyT12666137FPJo0082AlCommon117Joberence (optional) T k I d I W d D 06 14:01 :07 2017 Pa e 1tnBuildersFirstSource, Tampa, Plant City, Florida 33666 7.640 s Aug 16 201 , Mi e n uses, nc. a ec g I D:rfytRhmERah3zf iQRgKYR9zPCPY-BE5zEfJwGm?jCc7JhocXOo4??QOUdgKTNbfYijyBggA 1 0 0 6 0 7 12-7-1 19-0-0 25-4-15 31-11-9 3B-0-0 1-11 0 6-0-7 6-6-10 6-4-15 6-4-15 6-6-10 6-0-7 VT--' 0 a1 0 3x6 = 5.00 12 3x4 = 4x6 = LOADING (psl') SPACING- 2-0-0 CSL TCLL 20.O Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.97 BCLL 0.0 Rep Stress Incr YES WB 0.82 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 `Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2= 116(LC 13) Max Uplift2= 389(LC 12), 10=-389(LC 13) 5x6 = 4x6 = 3x4 = DEFL,. in (loc) I/deft Lid Vert(LL)-0.2612-14 >999 240 Vert(TL)-0.6714-16 >665 180 Horz(TL) 0.16 10 n/a n/a Scale = 1:65.7 PLATES GRIP MT20 2441190 Weight: 186 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2932/1835, 3-4— 2677/1666, 4-5=-2595/1677, 5-6=-1859/1272, 6-7=-1859/1272, 7-8=-2595/1677, 8-9=-2677/1666, 9-10=-2932/1835 BOT CHORD 2-16= 1564/2641, 15-16= 1184/2173, 15-17=-1184/2173, 14-17=-1184/2173, 14-18=-1187/2173, 13-18=-1187/2173, 12-13=-1187/2173, 10-12=-1576/2641 WEBS 6-14=-677/1062, 7-14=-696/579, 7-12=-189/513, 9-12=-302/359, 5-14=-696/579, 5-16=-189/513, 3-16= 302/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10103/2015BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a tnrss system. Before use, the btilding designer must verify the applicability of design parameters and properly incorlxxate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord rnemt:aers only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, socANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sul le 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668138 W P0082 A2 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 201 r M i ex industries, inc. Wed Dec 06 14:0i:08 201 r rage 1 I D:rfytRhm E Rah3zfiQ RgKYR9z PCPY-c Rf LS?KY147ZpmiV F W 7mZ?dBmgMjM9hcc FP5E9yBgg9 1-0- 5-6-0 - 11-6-10 17-0-D 21-0-0 26-5-6 32-6-0 38-0-0 9-0- 1-0- 5-6-0 6-0-9 5-5-6 4-0-0 5-5-6 6-0-9-0- 3x6 = 5.00 F 12 5x6 = Sx6 = o " 16 15 3x4 4x6 = 3x4 3x4 _ 4x6 = 3x4 = 17-0-0 21-0-0 30-4-8 9-4-8 4-0-0 9-4-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.97 BCLL 0.0 Rep Stress Incr YES WB 0.68 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 11=1453/0-8-0 Max Horz 2=104(LC 16) Max Uplift2=-377(LC 12), 11=-377(LC 13) Scale =-1:68.3 3x6 = DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL)-0.4913-15 >915 240 MT20 244/190 Vert(TL)-0.9713-15 >461 180 Horz(TL) 0.18 11 n/a n/a Weight: 189lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1815, 3-4= 2791/1717, 4-5= 2676/1728, 5-6=-2011/1336, 6-7=-1806/1289, 7-8=-2011/1336, 8-9=-2676/1728, 9-10— 2791/1717, 10-11= 2982/1815 BOT CHORD 2-18=-1548/2674, 17-18=-1223/2241, 16-17=-1223/2241, 15-16=-842/1806, 14-15=-1226/2241, 13-14= 1226/2241, 11-13=-1563/2674 WEBS 3-18=-220/297, 5-18= 204/504, 5-16= 646/516, 6-16=-299/516, 7-15=-299/516, 8-15=-646/516, 8-13=-204/504, 10-13=-220/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 2 and 377 lb uplift at joint 11. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 2 Ic Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. spy Design valid for use only with MfTek0 connectors. This design is based only ul>7n parameters shown, and is for an individual (wilding component, net t3 a IIu55 system. Before use, the !wilding desk3ner must verify the applicability of design pxlrameters and properly incorixxate this design into file overall Welk' Ifs building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pei maneril bracing IY1 elk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPi I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T12666139 W P0082 A3 Hip 2 1 i Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 r.e4u s v,ug i b zui r mi i eK inausiries, mc. wee vec uo i4.0 i:ua zu i r Page i I D:rfytRhmERah3zfiORgKYR9zPCPY-4dDkfLKAoOFQRvHip De?6D9HeEIE5iLmrv8enbyBgg8 1- 0- 7-4-11 15-0-0 23-0-0 30-7-5 38-0-0 9-0- i- 0- 7-4-11 7-7-5 8-0-0 7-7-5 7-4-11 .0- 5. 00 12 5x8 = 5x6 = Scale = 1:68.3 3x6 = 16 14 „ 13 ll 3x6 = 2x4 11 4x6 = 3x4 = 3x8 = 4x6 = 2x4 11 7- 4-11 7-7-5 8-0-0 7-7-5 7-4-11 Plate Offsets (X Y)-- 2 0-3-0 Edge] (5 0-5-4 0-2-4] (6:0-3-0 0-2-4] l9:0-3-0 Edgel LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.83 Vert(TL) -0.54 13-14 >832 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.19 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 185lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 5- 6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14, 5-13, 8-13 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1453/0-8-0, 9=1453/0-8-0 Max Horz2=-93(LC 13) Max Uplift2= 363(LC 12), 9=-363(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2953/1756, 3-4=-2232/1368, 4-5=-2148/1390, 5-6=-1992/1363, 6-7=-2149/1390, 7- 8=-2233/1368, 8-9=-2952/1755 BOT CHORD 2-16=-1479/2641, 15-16= 1479/2641, 14-15= 1479/2641, 14-17=-965/1992, 13- 17=-965/1992, 12-13=-1491/2641, 11-12=-1491/2641, 9-11= 1491/2641 WEBS 3-16=0/314, 3-14— 718/570, 5-14=-165/502, 6-13= 164/502, 8-13= 717/570, 8-11=0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l4omph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS ( envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at joint 9. 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Alberti PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 1010312016 BEFORE USE. _ Design valid for use only with MilekffiD connectors. This design Is based only upon parameters shown, and is for an Individual building component, not - - a truss system. Before use, the txdldlrrg designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporarya)d permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of misses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668140 W P0082 A4 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2011 MI I ek Intluslrles, Inc. Wed Dec U6 14:01 :UU 2017 Page 1 I D: rfytRhmE Rah3zf iQRgKYR 9zPC PY-4d DkfLKAoO FQ Rv HipDe?6D 9LJ E ky5jwmrv6enby6gg8 1-0- 1-1- 7-0-1 13-0-0 19-0-0 25-0-0 30-11-15 38-0-0 9-0- 7-0-1 5-11-15 6-0-0 6-0-0 5-11-15 7•-0-1 -0-0 i 0 3x6 = 9-1 5x6 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.24 BCDL 10.0 Code FBC2014[TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 11 12 3x8 = 1-0 5x6 = 3x6 = 3x4 = Scale = 1:67.2 3x6 = DEFL. in (loc) I/defl Ud PLATES GRIP VeR(LL)-0.2712-14 >999 240 MT20 244/190 Vert(TL)-0.6312-14 >716 180 Horz(TL) 0.16 8 n/a n/a Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=81(LC 16) Max Uplift2=-359(LC 8), 8=-359(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2891/1743, 3-4=-2635/1609, 4-5=-2407/1551, 5-6=-2407/1551, 6-7_ 2635/1609, 7-8=-2891 /1743 BOT CHORD 2-14=-1470/2601, 13-14=-1065/2118, 13-15=-1065/2118, 12-15=-1065/2118, 12-16=-1068/2118, 11-16= 1068/2118, 10-11= 1068/2118, 8-10=-1481/2601 WEBS 3-14= 333/395, 4-14=-259/529, 4-12=-187/529, 5-12= 364/305, 6-12= 187/529, 6-10=-259/529, 7-10=-333/395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 Ib uplift at joint 2 and 359 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Ia0 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MIT00 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not - -- a truss system, Before use, the building deskji ver must verity the appllcalAity of design parameters and properly incorporate thls design Into the overall A/ i building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for statbility, and to prevent collapse wilh poWble personal injury and property damage, for general guidance regarding the fabrication, storage, delivery, erection and bracing of frusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Ti2668141 W P0082 AS Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s A.9 16 4v F i a .. a y.. . I D: rfytRhmE Rah3zf iORgKYR 9ZPCPY-Zpn6thLoZhN H33suMx9E eQiTQd5Eg4nv4ZuCJ 1 yBgg7 1-0- 5-2-3 11-0-0 19-0-0 27-0-0 32-9-13 38-0-0 9-0- 1-0- 5-2-3 5-9-13 8-0-0 5-0-0 5-9-13 5-2-3 -0- 5x8 = s on 110 2x4 11 5x8 = Scale = 1:67.1 3x6 = 16 15 " 13 - 11 10 3Xb — 2x4 II 3x6 - 3x8 - 3x4 = 2x4 11 3x4 = 3x6 = Iv0 5-2-3 Plate Offsets (X Y)-- 15-9-13 8-0-0 B-0-U a-a-ia o-c-a 2 0-3-0 Edgel f4:0-5-12 0-2-8) j6:0-5-12 0-2-8) (8:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.25 13 >999 240 MT20 244/190 . TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.61 11-13 >735 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 188 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 4-6: 2x4 SP No.t BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz2=-70(LC 13) Max Uplift2=-379(LC 8), 8= 379(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3001/1750, 3-4=-2558/1521, 4-5=-2872/1786, 5-6= 2872/1786, 6-7= 2558/1521, 7-8= 3001 /1749 BOT CHORD 2-16=-1490/2691, 15-16=-1490/2691, 14-15=-1167/2314, 13-14=-1167/2314, 12-13=-1171/2314, 11-12=-1171/2314, 10-11=-1507/2691, 8-1 0=-1 507/2691 WEBS 3-15=-420/36114-15= 88/391, 4-13=-372/775, 5-13=-493/423, 6-13=-372/775, 6- 11=-88/391, 7-11=-420/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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 379 lb uplift at joint 2 and 379 lb uplift at joint B. 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 rev. 10103,2015 BEFORE USE. s- Design valid for use only with MiTek6 connectors, This design Is based only upon parameters shown, and Is for an Individual building component noT a truss system. Before Use, the bUildirkg designer must verity the applicabili y of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addilionat temporary and permanent bracing Trek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668142 W P0082 A6 Hip 1 1 Job Reference (optional) Builders FirstSouice, Tampa, Plant City, Florida 33566 r.oau s Aug io eui r Mi ex industries, Inc. vveo Dec oo i4.0i.i i 2017 raye I D: rfytR hm ERah3zfiQ RgKYR9z PC PY-1 ? LU41 MQK?V8g D R4wegTBeFhf 1 R_Zag21 DdIrUyBgg6 15-8-0 22-4-0 29-0-0 32-3-5 38-0-0 39-0- 1-0- 5-8-11 3-3-5 6-8-0 6-8-0 6-8-0 3-3-5 5-8-11 -0- 5.00 r12 5x6 = 3x4 = 4x6 = 3x4 = 5x6 = 4 5 6 7 8 Scale = 1:67.1 3x6 = 16 15 14 13 12 3x6 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 9-0-0 19-0-0 29-0-0 38-0-0 9-0-0 10-0-0 10-0-0 9-0-0 Plate Offsets (X Y)-- f2.0-3-0 Edge] f4:0-3-0 0-2-4] [6:0-3-0 Edge] 18 0-3-0 0-2-4] (10 0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.30 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) 0.78 12-14 >572 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.20 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz2=58(LC 16) Max Uplift2=-399(LC 8), 10=-399(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2925/1709, 3-4= 2710/1584, 4-5= 2497/1511, 5-6=-3397/1995, 6-7=-3397/1995, 7-8=-2497/1511, 8-9=-2710/1584, 9-10=-2925/1708 BOT CHORD 2-16=-1444/2618, 15-16=-1774/3312, 14-15=-1774/3312, 13-14— 1776/3312, 12-13=-1776/3312, 10-12=-1457/2618 WEBS 4-16=-3867779, 5-16= 1025/598, 5-14=0/262, 7-14=0/262, 7-12_ 1025/598, 8-12= 386/779 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS ( envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) 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 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 7) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6, 2017 WARNING - Verity design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. q® Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building corponent, not a truss system. Before use, the building designer musi verify the appllcalAty of design parameters and pioperiy Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional lernporary and permanent bracing i MiTek is always required for slability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricallon, storage, delivery. erection and bracing of trusses and truss systems. seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 safety InformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply T72668143 W POO82 A6B Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7,640 s Aug i 6 20 i r MiTak inousules, in, vo 1.7 rays I D:rfytRhmERah3zfiQRgKYR9zPCPY-VCvslNN35Jd?INOH ULBijrntCRghl?vCXtNJNwyBgg5 9-0-0 15-5-0 21-7-0 29-0-0 32-3-59-D- 1-o. 5-8-11 3-3-5 6-5-0 6-2-0 7-5-0 3-3-5 5.00 12 5x8 = 5x8 = 3x4 = 3x6 = 3x4 = 4 5 6 7 8 Scale = 1:67.1 3x6 = 18 17 16 15 14 13 12 3x6 = 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 3x4 = 9-0-0 12-4-0 9-0-0 3-4-0 18-6-0 6-2-0 24-8-0 6-2-0 La-u.0 4-4-0 xs-U-u 9-0-0 Plate Offsets (X Y)-- 4:0-5-12 0-2-81 (8:0-5-12 0-2-8) (17:0-2-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.14 10-12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.37 10-12 416 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 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. lb) - Max Horz2=58(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 2= 128(LC 12), 16=-278(LC 9), 14= 295(LC 8), 10=-147(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 1), 16=1037(LC 23), 14=1080(LC 24), 10=453(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/281, 4-5=-116/370, 7-8=-136/393, 9-10=-481/330 BOT CHORD 2-18=-142/319, 10-12=-201/405 WEBS 3-18=-293/307, 4-18=-135/371, 4-16=-689/402, 5-16=-592/373, 7-14=-642/412, 8-14=-766/456, 8-12=-127/372, 9-12=-277/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 128 lb uplift at joint 2, 278 lb uplift at joint 16 295 lb uplift at joint 14 and 147 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101031W I S BEFORE USE. e Design valid for use only with MITekD connectors. This design Is hased only upon parameters shovm, and Is for an individual building component, not a lrrss system. Before use, the txdIding designer must verify file aplAicalAiity of design prnnnneters and properly Incorporate this design into file overall hum building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and ixoperty damage. for general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12668144 W P0082 A76 Hip Girder 1 1 Job Reference (optional) ouuver rnaiouuiue, i aiuya. r uu, —Y, - ID:rfytRhmERah3zfi0RgKYR9zPCPY-Ra0ci20JdwtjXh9fbmEApGt8wFV1 mtN?BsPSpyBgg3 7-0-0 12-4-0 18-6-0 24-8-0 31-0-0 34-7-14 38-0-0 9-0- 1-0- 3-4-2 3-7-14 S-4-0 6-2-0 6-2-0 6-4-0 3-7-14 3-4-2 -0-Ci 5.00 12 5x6 = 5x8 = 4 19 20 5 21 2x4 11 3x6 = 5x8 = 5x6 = 22 23 6 7 24 25 8 26 27 9 Scale = 1:67.1 fi 3x6 = 18 28 29 30 31 32 16 33 34 3x5 13 3x6 14 36 37 = 5x8 17 5x8 3x12 MT20HS = — 5x8 = 3x6 = 7-0-0 12-4-0 18-6-0 24-8.0 31-0-0 38-0.0 7-0-0 5-4-0 6-2-0 6-2-D 6-4-0 7-0-0 Plate Offsets (X Y)-- 4.0-3-0 0-2-4j j9:0-3-0 0-2-4) j17 0-4-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.06 16-17 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.17 16-17 878 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) -0.01 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc puffins. BOT CHORD 2x4 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=-46(LC 32) Max Uplift All uplift 100 lb or less at joint(s) except 2=-208(LC 8), 17=-714(LC 5), 15=-761(LC 4), 11=-253(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=590(LC 19), 17=2135(LC 19), 15=2176(LC 20), 11=710(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/358, 3-4=-721/273, 4-19=-622/270, 19-20= 621/270, 5-20= 621/270, 5-21=-555/241, 21-22=-555/241, 22-23=-555/241, 6-23=-555/241, 6-7=-555/241, 7-24= 555/241, 24-25=-555/241, 8-25=-555/241, 8-26=-922/378, 26-27= 922/378, 9-27= 922/378, 9-10=-1037/387, 10-11=-1198/457 BOT CHORD 2-18= 327/820, 18-28= 606/242, 28-29=-606/242, 17-29=-606/242, 17-30=-401/156, 30-31=-401/156,31-32=-401/156,16-32=-401/156,16-33= 488/203,33-34=-488/203, 34-35=-488/203, 15-35= 488/203, 14-15=-488/203, 14-36=-488/203, 36-37=-488/203, 13-37= 488/203, 11-13= 368/1059 WEBS 5-18= 494/1410, 5-17— 1840/787, 5-16=-328/1054, 6-16=-634/395, 8-16=-367/1151, 8-15=-1907/822, 8-13=-507/1560 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.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 208 lb uplift at joint 2, 714 lb uplift at joint 17 761 Ito uplift at joint 15 and 253 lb uplift at joint 11. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTekc9 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss sysienl. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12668144 W P0082 A7B Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1,b411 s Aug 1ti LVI / MI 18K Ina Usines, Inc. wea uec ub 14: U1:14 zul1 rage e ID:rfytRhmERah3zfiORgKYRgzPCPY-RaOci2OJdwtjXhgfbmEApGt8wFV1 mtZV?BsPSpyBgg3 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 202 Ib up at 7-0-0, 105 Ib down and 107 Ib up at 9-0-12, 105 Ib down and 107 Ib up at 11-0-12, 105 Ib down and 107 Ib up at 13-0-12, 105 Ib down and 107 Ib up at 15-0-12, 105 Ib down and 107 Ib up at 17-0-12, 105 Ib down and 107 Ib up at 19-0-0, 105 Ib down and 107 Ib up at 20-11-4, 105 Ib down and 107 Ib up at 22-11-4, 105 Ib down and 107 Ib up at 24-11-4, 105 Ib down and 107 Ib up at 26-11-4, and 105 Ib down and 107 Ib up at 28-11-4, and 200 Ib down and 202 Ib up at 31-0-0 on top chord, and 320 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9-0-12, 81 Ib down at 11-0-12, 81 Ib down at 13-0-12, 81 Ib down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 19-0-0, 81 Ib down at 20-11-4, 81 Ib down at 22-11-4, 81 Ib down at 26-11-4, and 81 Ib down at 28-11-4, and 320 Ib down and 109 Ib up at 30-11-4 on bottom chord. The design/selection 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 (plf) Vert: 1-4=-54, 4-9= 54, 9-12=-54, 2-11= 20 Concentrated Loads (lb) Vert:4=-153(B) 7=-105(B) 9=-153(B)18=-320(B) 8=-105(B) 13=-320(B) 19=-105(B) 20=-105(6)21=-105(B)22=-105(B)23=-105(B) 24=-105(B)25=-105(B) 26=-105(B) 27=-105(B) 28=-58(B) 29= 58(B) 30=-58(B) 31= 58(B) 32=-58(B) 33=-58(B) 34= 58(B) 35=-58(B) 36=-58(B) 37=-58(B) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. _ p® Design valid for use only with MITek8 connectors. this design is based only upon parameters shown, and Is for an Individual Wilding component, not a truss system. Before Use, the building designer must verify the aplAtcabitity, of design parameters and properly incogaorale this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricailon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668145 W P0082 B1 Root Special Girder 1 2 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 201 / Mi I ek industries, Inc. Wed Dec urs 14:0no 2u1 i Page 1 I D:rfytR hm ERah3zfiQ RgKY R9zPCPY-Nz8N 7kQZ9X7Rn_J2jBGeuhyXu29FEm DoSVL W W hyBgq 1 1- 0- 7-1-8 9-4-0 11-8-0 16-6-11 23-8-7 31-0-0 38-0-0 9-0- 1- 0- 7-1-8 2-2-8 2-4-0 4-10-11 7-1-13 7-3-9 7-0-0 -0- 5x6 = 5. 00 12 5x6 = 2x4 \\ 4 5 2x4 II 0 05x12 = 5x6 = Scale = 1:69.6 3x6 = 16 15 14 23 24 25 13 26 12 27 28 it 3x6 = 3x8 = 4x6 = 3x8 = 2x4 II 3x8 MT20HS = 3x4 = 9- 4.0 16-6-11 23-8-7 31-0-0 38-0-0 9- 4-0 7-2-11 7-1-13 711-9 7-0-0 Plate Offsets (X Y)-- 7:0-6-0 0-3-01 j8:0-3-0 0-2-41 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0,76 Vert(LL) -0.37 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.89 13-14 >506 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.65 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 353 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. 7- 8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1899/0-8-0, 9=2459/0-8-0 Max Horz2=-60(LC 9) Max Uplift2=-516(LC 5), 9=-826(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3983/1165, 3-4=-3785/1155, 4-5=-3746/1138, 5-6=-6812/2202, 6-17=-6812/2202, 17- 18=-6812/2202, 18-19=-6812/2202, 7-19=-6812/2202, 7-20=-4985/1712, 20- 21= 4985/1712, 21-22=-4986/1712, 8-22=-4986/1712, 8-9=-5440/1804 BOTCHORD 2-16=-988/3581, 15-16=-1555/5361, 14-15=-1555/5361, 14-23=-2335/7356, 23- 24= 233517356,24-25=-233517356,13-25=-2335/7356,13-26= 2335/7356, 12- 26=-2335l7356, 12-27=-2335/7356, 27-28=-2335/7356, 11-28=-2335/7356, 9- 11— 1572/4910 WEBS 4-16=-833/2770, 5-16= 3084/1041, 5-14= 613/1783, 6-14=463/268, 7-14— 755/562, 7- 13=0/608, 7-11=-2566/834, 8-11= 337/1544 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 lb uplift at joint 2 and 826 lb uplift at joint 9. 10) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mileksn connectors. This design Is based only upon paramelers shown, and Is for an Individual building component. not a Muss system. ik:fore use, the budiding designef must verify the applicability of design f?aranneters and popedy incoiporaie this design into the overall building design. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stallility and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication- storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and 8CSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street- Suite 312. Alexandria, VA 22314. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 saw WOW 6904 Parke East Blvd, Tampa, FL 33610 Job Tru ss Truss Type Qty Ply T12668145 W P0082 B1 Root Special Girder 1 ifG Job Reference (optional) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 54, 4-5=-54, 5-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 8=-153(F) 11=-320(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-58(F) 24=-58(F) 25=-58(F) 26=-58(F) 27=-58(F) 28=-58(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. t 0M0 12015 BEFORE USE. e Design valid for use only with MiTekO connectors. lhis design Is based only upon parameters shown, and Is for an individual building component, not - a tRISS system. Before use, the building designer must verify the alX.llcalAily of design rxtrcnnetersand properly incoq>orate this deskgn into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and pralxorty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSi/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty PIY T12666746 W P0082 Bit Jack -Open 12 1 Job Reference (optional) Pa e 1 Builders FirstSource, Tampa, Plant City, Florida 33566 64 . „Uy Iv °" '" ^' •• "' "`" "' `"" " " I D: rfytRhm E Rah3zf iQRgKYRgzPCPY-r9iIL4RBwrFI P8uEHvntQv VsASguzNbxh84437yBgg0 1-0-0 1-0-0 Scale = 1:6.6 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift3=-8(LC 1), 2=-69(LC 8) Max Grav3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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 8 lb uplift at joint 3 and 69 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: December 6,2017 WARNING - Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. s Design valid for use only with MiTekA connectors. This design is based only upon parameters shown, and is for an individual building component, not - a IKM system. Before use, the buildirU designer must verify the applicability of design Ix:a ,0meters and properly tncorlx7rate this design into the overall Welk' building design. Bracing indicated isle prevent buckling of individual truss web and/or chord members only. Additional iernlxxary and permanent bracing IYY elk' is always required for stabiiily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSI/TPI I Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply T12668147 W P0082 BJ3 Jack -Open 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug io 20 i r WiiTuk o u—i i—, ;,,,,. . -v 1 .„ - mo I D:rfytRhm ERah3zfiQ RgKYR9z PC PY-r9iIL4RBwrFI P8u E HvntQvVS W SfrzNbxh84437yBgg0 1-0-0 3-0-0 0- 10 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift3=-42(LC 12), 2=-72(LC 8) Max Grav3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:10.9 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 42 lb uplift at joint 3 and 72 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekn connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not - a truss system. Before Use, the building designer must verify The applicability of design parametersand pxopei ly incogxxate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihde. 218 N. Lee Sireel, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty T12668148 W P0082 BJ5 Jack -Open 6e7Jb optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 2x4 = I D:rfytRhmERah3zfiQRgKYR9zPCPY-KMG7YQ Rph9N 901TQgc 16z61 y8syBigr4vogdbayBgq? Scale = 1:15.1 5-0-0 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in loc) I/deal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0,26 Vert(TL) 0.07 2-4 820 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift3=-81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pUrlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extehor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 81 lb uplift at joint 3 and 75 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek(D connectors. This design is based only upon parameters shown, and Is for an Individual building component not a tr uss system. Before rise, the building designer nwsi verify the applicablity of design I:x1rameters and pIoperly incogxxaie this design into the overall building design. Bracing indicated is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required tot stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sceeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668149 WP0082 C1 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 tut 1 Mi i ex industries, Inc. W ea Dec 06 14:01: 8 2017 rage I I D: rfytRhmERah3zfiQ RgKYR9zPC PY-KMG7YQ Rph9N901TQgcl6z61 yosrEioN4vogdbayBgq? 1-0-D 5-11-10 8-4-0 10-4-D 12-8-6 18-8-0 1-0-0 5-11-10 2-4-6 2-0-11 2-4-6 5-11-10 Scale = 1:34.2 3x4 = 3x6 II 3x4 = Io 3x6 = 4x6 = 9 3x6 = 3x8 = 2-0-0 Plate Offsets (X Y)-- 4:0-2-0 0-2-ill i6:0-2-0 0-2-11j 11:0-2-0 0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 2-10 898 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) 0.46 2-10, 329 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 8 n/a rda BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 76 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=575/0-8-0, 2=703/0-8-0, 9=126/0-8-0 Max Horz 2=60(LC 12) Max Uplift8=-162(LC 13), 2=-198(LC 12), 9=-7(LC 13) Max Grav8=575(LC 1), 2=703(LC 1), 9=159(LC 3) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/710, 3-4=-820/567, 4-5=-721/538, 5-6=-721/538, 6-7=-817/567, 7-8=-1060I708 BOT CHORD 2-11=-565/938, 10-11=-565/938, 9-10=-563/913, 8-9=-563/913 WEBS 3-10— 278/290, 5-10=-271/416, 7-10= 252/288 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=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 162 lb uplift at joint 8, 198 lb uplift at joint 2 and 7 lb uplift at joint 9. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only wilh MilekR connectors. This design is based only upon paramelers shown, and Is for an Individual building component, not - - a truss system. Before use, the buildirx3 designer must verify the applicability of design parameters and piopedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and inns systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T72668160 WP0082 C2 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 1-0-0 6-4-0 5x8 = A4u s Aug i 6 26 i / Mi I sk inu—iii s, in, -u vet, i co it ago 1 1 D:rfytRhmERah3zfiORgKYR9zPCPY-oYgVmmSSSSV0eS2dOJpLW Ka6hGDxRC5E8SZA7OyBgq_ 12-4-C 6-0-0 4x6 = 6-4-0 Scale = 1:33.6 3x4 = 2x4 11 3x4 = 3x4 = 5 3x4 = Io. 6-4-0 1 6-0-0 1-0-0 5-4-0 Plate Offsets (X Y)-- j2:0-2-0 Edge) j3 0-5-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0,04 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.11 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix) Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=337/0-8-0, 2=603/0-8-0, 6=464/0-8-0 Max Horz 2=49(LC 12) Max Uplift5=-87(LC 13), 2=-173(LC 8), 6=-99(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/497, 3-4=-398/320, 4-5=-512/287 BOT CHORD 2-9=-361/748, 8-9— 361/758, 7-8=-361/758, 6-7=-169/406, 5-6=-169/406 WEBS 3-9=-3/282, 3-7=-426/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost 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 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6304 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f0/ "DIS BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, noT -- a truss syslem. Before use, the building designer must verify the applicalbility of design lyorarneters and rxopedy incorporate ll its design Into the overall building design. Bracing indicated is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tama, FL 33610 Job Truss Truss Type QtY Ply T12668151 W P0082 CJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug i o zv i r mi i uk ui6 siii s, u— "— Dn o .v,. i v Zv i , - agw ID:rfytRhmERah3zfiQRgKYR9zPCPY-oYgVmmSSSSVOeS2dOJpLW KaBUGLwRH5EBSZA70yBgq_ 1-5-0 3-2-14 1-5-0 3-2-14 Scale = 1:9.4 2x4 = 3-2-14 LOADING (psf) SPACING- 2-0-0 CSC. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oC pUrlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=31/Mechanical, 2=201/0-10-15, 4=28/Mechanical Max Horz 2=58(LC 4) Max Uplift3= 17(LC 19), 2=-94(LC 4) Max Grav3=45(LC 32), 2=201(LC 1), 4=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 lb uplift at joint 2. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, and 68 lb down and 85 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-4-15 on bottom chord. The design/selection 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 (plf) Vert: 1-3= 54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, 3=22) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10ID312015 BEFORE USE. Design valid for use only with Mllek® conneclors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer muss verify the applicability of design parameters and pxopedy Incogwrate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiiTek' is always required for stalbility and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 278 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668152 W P0082 CJS Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7,640 S Aug 16 Lot I MI I eK Industries, Inc. Wed Dee 06 14'ul:20 20i I rage 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-GkOuz6T4DmdsGcdpy1 La2X6DKfZbAkLNN6JkeSyBgpz 1-5-0 3-9-9 7-0-2 1-5-0 3-9-9 3-2-8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.08 2-4 973 240 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.23 2-4 345 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 2=352/0-10-15, 4=75/Mechanical Max Horz2=1o0(LC 8) Max Uplift3=-91(LC 12), 2_ 159(LC 8) Max Grav3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:16.6 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MIN 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 otherlive 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 91 Ib uplift at joint 3 and 159 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with MITek6 connectors. This design B based only upon parameters shown. and is for an Individual building component, not a intss system. Before use, tI>e txrllding designer must verify the applicability of design parameters and Ixoperly Incorporate this design into the overall indicated Is to txrckling of individual truss web and/or chord mernbers only. Additional temporary and permanent bracing WOWbuildingdesign. Bracing prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricalIon. storage, delivery, erection and bracing of trusses and truss systems• seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavallablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12668153 W P0082 CJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7,640 s Aug 16 2017 MiTek industries, Inc. Wed Dec 06 14:01:21 2017 rage 1 I D:rfytRhmERah3zf iQRgKYR9zPCPY-kxyGAS U iz4mjtmC? W kspblfSR3wZv6QXcm2HBvyBgpy 1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 Scale = 1:21.8 Io 2x4 = 2x4 = uw b 3x4 = 5-2-9 9-10-1 5-2-9 4-7-8 Plate Offsets (X Y)-- j2:Edge 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 41lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=124/Mechanical, 2=445/0-10-15, 5=290/Mechanical Max Horz 2=131(LC 4) Max Uplift4= 87(LC 4), 2=-145(LC 4), 5=-82(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-762/199, 8-9=-737/214, 3-9= 703/207 BOT CHORD 2-11— 272/702, 11-12=-272/702, 7-12=-272/702, 7-13=-272/702, 6-13=-272/702 WEBS 3-6=-746/289, 3-7=0/284 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and light exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.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 87 lb uplift at joint 4, 145 lb uplift at joint 2 and 82 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks with fixed 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) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection 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 (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4— 54, 2-5=-20 Concentrated Loads (lb) Thomas A. Albani PE No.39380 Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 101012015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, riot a Irrrss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, dellvery, erection and bracing of busses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314, Job Truss Truss Type Qty Ply T12668154 W P0082 D1 Root Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 mi T ak uruusif as, mcc -eu uo age I D: rfytRhm ERah3zfiQ RgKYR9zPCPY-kxyGASU iz4mjtmC? W kspblfRA3xmv7SXcm2 HBvyBgpy 1-0-0 6-8-0 9-0-0 13-0-0 14-4-0 18-8-0 1-0-0 6-8-0 2-4-0 4-0-0 1-4-0 4.-4-0 Scale = 1:34.2 4x6 = 3x4 = a 2x4 3x4. _ 3x4 = 30 = 30 = 6-8-0 Plate 10-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 2-11 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.13 2-11 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=164/0-8-0, 2=530/0-8-0, 9=710/0-8-0 Max Horz 2=51(LC 12) Max Uplift7= 68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav7=176(LC 24), 2=530(LC 1), 9=710(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 672/393, 3-4=-604/421 BOTCHORD 2-11=-261/550, 10-11=-369/617,9-10=-369/617 WEBS 3-11=-66/265, 5-9=-269/213, 4-9= 654/404 PLATES GRIP MT20 2441190 Weight: 78lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc puffins. BOT CHORD 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=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 68 lb uplift at joint 7, 152 lb uplift at joint 2 and 176 lb uplift at joint 9. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. N IT Thomas A. Albani PE No.39380 Wok USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. s Design valld for use only with MITekn connectors. This design is based only upon parameters shown, and is for an Individual building component, not WEaMISSsystem. Before use, the lArilding designer must verity the applicability of design parameters and poly -My Incorporate this design into the overall truss only. Additional temporary and permanent bracing WOWbuildingdesign. Bracing indicated is to prevent buckling of Individual web and/or chord members Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply T72666155 W P0082 D2 Root Special Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 06 14:01:22 2017 Page 1 I D: rfytRhmE Rah3zfiQ RgKY R9zPC PY-C7VeOnUKkNuaVvnC3SN27yCbfTBveY VggQogj LyBgpx 1-0-0 6-8-0 11-0-0 16-4-0 18-8-0 19-8-o 1-0-0 6-8-0 4-4-0 5-4-0 2-4-0 1-0-0 4x6 = Scale = 1:35.1 3x4 = 4x6 = 3x4 = 2x4 II a 3x4 = 4x6 = 6-8-0 4-4-0 1 2-4-0 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.10 10-12 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.21 10-12 728 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(rL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=590/0-8-0, 6=372/0-8-0, 9=490/0-8-0 Max Horz 2=44(LC 8) Max Uplift2= 163(LC 8), 6=-127(LC 5), 9=-117(LC 9) PLATES GRIP MT20 244/190 Weight: 80 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/207, 3-4=-803/202, 4-13=-321/112, 13-14=-321/112, 5-14=-321/112, 5-6=-370/107 BOT CHORD 2-12=-131/704, 11-12= 303/1088, 10-11— 303/1088, 9-10= 285/1044, 9-15= 285/1044, 15-16=-285/1044, 8-16=-285/1044, 6-8=-70/330 WEBS 3-12=-44/349, 4-12= 449/214, 4-10=-308/125, 4-8=-796/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 163 lb uplift at joint 2, 127 lb uplift at joint 6 and 117 lb uplift at joint 9. 7) "Semi -rigid pitchbreaks with fixed 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) 20 lb down and 23 lb up at 13-7-4, and 20 lb down and 23 lb up at 15-7-4, and 86 lb down and 93 lb up at 16-4-0 on top chord, and 13 lb down at 13-7-4, and 13 lb down at 15-7-4, and 20 lb down at 16-4-0 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-4=-54, 4-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=24(F) 8= O(F) A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITekJ connectors. This designs Lased only upon parameters shown, and Is for an Individual building component, not a truss system. Before use., the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent txrckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, ereclion and bracing of trusses and truss systems. seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria VA 22314. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668156 WP0082 Et - Hip Girder 1 1 i Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 5-0-0 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 06 14:01:23 2017 Page 1 I D: rfytRhmE Rah3zfiQ RgKYR9z PC PY-gJ30b7VyVh0 R73LOd9uHgAkpltcwN 4Gp34XO FnyBgpw 13-4-0 5-0-0 4x6 = 4x6 = Scale = 1:24.3 3x4 = 2x4 11 2x4 11 sx4 — Io. 5-0-0 3-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.11 5-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix) Weight: 48 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=721/0-8-0, 2=801/0-8-0 Max Horz2=41(LC 12) Max Uplift5=-243(LC 9), 2=-274(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1413/482, 3-8=-1250/454, 4-8=-1250/454, 4-5=-1411/478 BOT CHORD 2-7= 403/1238, 7-9=-400/1250, 6-9=-400/1250, 5-6=-402/1238 WEBS 3-7=0/307, 4-6=0/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 243 lb uplift at joint 5 and 274 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks with fixed 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) 188 lb down and 185 lb Lip at 5-0-0, and 60 lb down and 87 lb up at 6-8-0, and 188 lb down and 185 lb up at 8-4-0 on top chord, and 116 lb down at 5-0-0, and 52 lb down at 6-8-0, and 116 lb down at 8-3-4 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-141(F) 4=-141(F) 7=-72(F) 6=-72(F) 8=-60(F) 9=-26(F) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek© connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the CII-Olcabllity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668757 W P0082 EJ3 Jack -Open 2 1 Job Reference (optional) P 1 Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 06 14.01.24 2017 age I D:rfytRhm E Rah3zfiQ RgKY Rgz PCPY-8W dOpTW aG?81 kDwaBtP W DN H21H316YKzl kHxnDyBgpv 1-0-0 ' 2-4-0 Scale = 1:9.5 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=28/Mechanical, 2=168/0-8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift3=-27(LC 12), 2=-74(LC 8) Max Grav3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 27 lb uplift at joint 3 and 74 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A- Albani PE N09380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parametersshowrl, and is for an individual building component not a to rss system. Before use, The building designer must verify the appiicaUaity of design F:rarameters and. F"x"opedy 6lcorlxxaTe thisdesign into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668158 W P0082 E,15 Jack -Open 3 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 06 14:01:24 2017 Page 1 I D: rfytRhmE Rah3zfi0 RgKY R 9zPC PY-8 W dOpTW aG?81 kDwaBtP W DN HzdH?a6YKzl kHxnDyBgpv 1-0-0 5-0-0 1-0-0 5-0-0 Scale = 1:15.1 2x4 — LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.07 2-4 820 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift3_ 81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and _right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 81 lb uplift at joint 3 and 75 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and lxopedy Incogxxate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord rnembeis only. Additional temporary and permanent brac6u MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSi/TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12668159 W P0082 EJ7 Jack -Open 20 i Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1,25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz2=122(LC 12) Max Uplift3=-102(LC 12), 2=-85(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1.640 s Aug Ili 2017 Mi eK industries, Inc. Wed Dec 06 14:0i :25 2017 rage I I D: rfytRhm ERah3zfiQ RgKYR9z PCPY-ciBnOpXC 1 I G9MNVnlawllbg4Fg IN r?a6W OOVKgyBgpu Scale = 1:19.1 7-0-0 DEFL. in loc) Udell Ud PLATES GRIP Vert(LL) 0.10 2-4 772 240 MT20 244/190 Vert(TL) 0.24 2-4 337 180 Horz(TL) 0.00 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extehor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 102 lb uplift at joint 3 and 85 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Milek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the b ildirirg designer must verify the applicability of design parameters and Iioperly incoq-)ante this design into it overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stat-Ality and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of It and truss systems, seeANSi/TPI T Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 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-'i1 d' For 4 x 2 orientation, locate plates 0-'/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of theroutput. Use T or I bracing f indicated. 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/TPI l : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS n c O U a 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 NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 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 shall not exceed 190/. 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. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in 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. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. RECORD COPY 38-0-0 J\VDING Sa FOVID FPAR, BEARING HEIGHT 0 O O 0 NOTES: u REFER i ALL TRUSSES (DNCLUBDNG TRUSSES UNDER VALLEY FRAMING) MUST DE CUWLETELY DECKED OR REFER TO DETAIL V105 FOR 3J ALVALLEYVADBT ARE TRBE CM LY FRA4) ALL TRUSSES ARE DESIGNED FOR 2' ac NAXDIUM SPACING, UNLESS MIUVISE NO1 5.) ALL WALLS SHOWN IN PLACEMENT PLAN ARE CONSIDERED TO BE LOAD 6J SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING U'. 7) ALL ROOF TRUSS HAIRS TO BE SIMPSON NTLI26 UNLESS OTHERVISE NOTED. ALL FLAN TRUSS HANGERS TO BE SDNPSON THA422 UNLESS OTIERVISE NIM BJ BEAM/HEADERA INTEL GM TO BE SHOP DRAWING APPROVA TO LAYOUT IS TIE SOLE BOUNCE FUN FABRICATO F TRUSSES AND VMS ALL PREVIQIS ARCNOECRM ON TRUSS LAWS. -REM AND APPROVAL OF MIS LAYa IE RECEIVED BEFONE ANY TRUSSES VBl BE BUILT.VE COImITBNS TO IMSURF AGADN 7 DWEES THAT Vlll RE FFBuildersFirstSource Orlando PHONEi 407-851-2100 FAX, 407-851-7 Plant Cit PHONE, 813-759-5951 F X' 813-752 Ashton Woods 1769 Hawking T LML MUD WP0082 12/05/17 Josh I RECOPD Copy A 1Cityof Sanford Building and Fire Preventiol Permit # Product Approval S ecification Form VILDING, 1 8- 2 8 3 SANFORD AR Project Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wa ne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll Up Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding 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 CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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 6/9/2017 Florida Building Code Online 97 ... n^ ^ e,• u a E - s i "• S r r F „'. s`N id -5y a 4*, f 11 art aF.: BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff j BCIS Site Map ) Links Search bProduct Approval n USER: Public User Product Approval Menu > Product or Application 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@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 J. King, P.E. v Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Independence. pdf Referenced Standard and Year (of Standard) Standard Year AAM A/ W D M A/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:Ufloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8p/`2fuCfc2MRiSC82W%3d%3d 1/3 6/9/2017 Florida Building Code Online FL15000 R2 Eauiv. FL - 15000 Eouiv of Standards odf 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. "Fiber -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 FLi5000 R2 II INST 15000 l.Pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any additional use limitations, installation instructions and FL15000 R2 AE EVAL 15000.1.odf Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II 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 15000.2 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 "Y' part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.3 c. "Fiber -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 FL15000 R2 I1 INST 15000.3.Pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000 3 odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4 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 additional use limitations, installation instructions and EL15000 R2 AE EVAL 15000 4.odf Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" Part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://floridabilding.org/pr/pr appjtl.aspx?param=wGEVXQhvtDquS73Fr2ZyiPozAnA6CzHQ3yM Kg2Hy8%2fuCfc2M RiSC82w%3d%3d 213 6/9/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 It INST 15000 S 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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" 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 HVHZ: Yes FL15000 R2 II INST 15000 6.adf 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 15000.6 for Design Pressure Ratings, any F L15000 R2 AE EVAL 15000.6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors, which have been stained or painted within 6 months of installation.) 0 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, tf you do not want your e-mail address released in response to a public -records request, do not send electronic. mail Lo 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(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public. record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, ES., pleaseclickhere . Product Approval Accepts: A: hctl. Credit Card Safe https: ilfloridabuiIding.orglpr/pr_app_ d.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%g2fuCfc2MRiSC82w%3d%3d 3/3 Zl;g Y EXTERIOR z. 111114 z o'o. c; Al INTERTOR 36,00"MAX N 1 k rz DOOR 1 HORrZONrAL CROSS SEC770N PAN&WDTH 3 DOOR PANEL 4.= 335, INTERIOREXTEMOR CH ST" TOP RAIL_ F 4 chi 19ER0--(ITBER - L CLAS.VC) CLA5111} D 9. QQQR PANEL Fiber Classic 02] . . . . . . . . . . G-N'-N5I Tr ERTA BYNTS- FIBER CMSIQ VOORrCROSS SECTION -m-. M4K m DPANEL Z LFS 3 oF_L2 1/2- MIN. 1/2" MIN, GLASS THK CLASS 7HK- 1/8. 1/8" TEMPERED tali TEMPERED CLASS F,-GLASS AIRSPACE F AIR SPACE 25 - PT STEEL 7/8,,.25' STEEL 7/8" INTERIOR ERCE TEMPERED MY-310 INTERCEPT TEMPERED SPACER CLASS ESPACER GLASS 7 21 SEE NOTE I SEENOTE145" INS 1AArw—G4A-3SV .5' INSULATED GLASS W SWC LITE FRAME GLAZING DETAU PVC LITE FRAME jrLAZR4DETAIL 13.9375" W,AX fA PA14ELWJDT) i G7 33 . 34 7,125" MAX. O,LO- " OTH INU Rl 29 41 41 z r lit, zogo elm 9 0 0, a. o 31d. NOTE I HORIZONTAL CROSS SECT7OX SIDELM PANEL Ed 2. 589' T,676' 110 0 LSICELlf LITE ITWE FRAIIE LASN L'P &-PF PV01F,' Ljm MC 1477' 2-'\ VUMCAL CROSS SECT70N SIDELITE PANEL NOTE., Spacing for Item IF29 & J41 (fits frame straws) is as fo vm. From the bofforn up on slider. 6.5, 2 1531- 1.63 with (7 lfmorb spaced at 9.675' o.c. them are (2) 41 screwsbothtapandboftorn, at 2.125' in from each SUEL) IDEUTE TOP do 80 TM11RAll_ PANEL StDaXrE8-WK SIDE 571LE 0_ comer. F_ Smooth Star, V-:V F7NlGER JOINTED PONDEROSA PINE, SG-0.43 , r jj= PONDEROSA, P10F, SO-0.43 cF 48 Jam•``, # '''ii49 73 17 .15"MIN. . •, a I C-SNK 1rrTERlorz tUn'• € * O mow• -m Ih aoa .Zm o xi{ QT. 4 FYI 9 Caa©©W 4 T. The s7defite 76 direct set into the jamb with (72) sd. Item #43 v IFS X 2" pfh. Wood straw. Thera ere 6' 73 (4) at oaoh verYeal jamb, from the top down at 2 51 ; 46.5" & 66" Thera are (2) at the 1j4'"MIN. 21 to header at 4" from the witslde corners of the r yEMILMP.) frame. There are (2) at the sill, 4' from the Qoutridecorners. QQERIO cm 0 HORIZONTAL CRCSS SEC77ON u' 7 48 1-1/4" MIPL 49 EME. MP) a m 15'MM. f7 13 45 GSMK 6 43 A4 IMT_RfOR 8 si t ' r• i; 7 n INTEFUCI ACTNE IA 36 I- r' SEE NOTE 1 UIO 9 21 we 02124 12 az 70 76 4312spaN.T.S. ° 3 owa. aYr JK a 2 _HORIZONTAL_ CROSS SECTION r-') HORIZONTAL. CROSS SECTION EXfF11lOR y US a7 7 18 FL- i 5000.3 n O FkT % OF 12 I II IMULUON I I SHOWN FOR MASONRY 49 I I REFERENCE II OPENING I T}P. 6 MULLION- 11SDSHOW14FORI1 If REFERENCE Ik fl If II 2X BUCK l I u f l II I( ASTRAGAL 11 II Q SHOWN FOR I If I! REFERENCE u tl Q it II 41 DOUBLE W/SIDEt T c BUC__ K _AsCHq I G MASONRY OPENING CONCRETEANCHOR NOTES: 1. Concrete 0hc17ar16cations of the comers may be aa7usfed to maintain the mhl 2X BUCK edge eeance to morfarjoints. 2. Concrete anchorlocofionsnoted as MAX. ON C9M'rmatbe adjiof'ed to mainfaln the min, edge dutance to matarjolyd5s addi'tional=cmte crtchors maybe requ7ed to ensure the "MAX ON CENTER" dunension are not exceeded. 3. Concrete anchortable: FYgiW..;,.M,.,(N=ZA itt?NC STZF F.tJIB l3/vSEA77"' tb hivlS[7NR • :: P1 ITW ® TAP CON T/4° 1-1/4 2' 4' VACON u MASONRY- 7- OPENING TYP• HEAD JAMBS Q 2X BUCK n IN y ` ASTRAGAL p SHOWN FOR REFERENCE H o It add 11 I II 11 MULUON II f I SHOWN FOR 49 ; REFERENCE II TYP. HEAD I do JAMBS II li fl II II I I f I II II I II li kl l MULUON e II SHOWN FOR II II REFERENCE 11 II 1! 11 MASONR' OPENINS 2X BUCK y o 6 idi 6 LLI o n z a e 02/24/12 =° us N-T.S. ° a er: JK m c arc LFS ? wwc ncti ` FL- 16000.3 2 i ., ., i2 .n. zdn 7A.64'142e, BOTTOM TO, m0,LT 27 TIrp' 27 TYP. Typ. j 4s fro 325, 3.29 m L 1.410" 4 i h a 0.75' Umw. 0.063` 0N 2 SEE NOTE 1 Ln 0 4 w 2 a NOTE- ASTRAGAL. DETAtL 02/24 12 Or sc" sutE 1 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP ow¢ W. JK n dANDTHEBOTTOM. TKeror,was Na. FL-15000.3 n0 a+m 11 or 12 0 THERMAITRU rHERMA TRU 0100RE TI- iN niieTnL/u. Cis., 8D[iCATON... -17 FIBER CLASSIC"/ "SMOOTH STAR" 6'0 INSWING wl & WOUTSIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES I_ This product has been evaluated and is In compliance with the Sth Edrnnn i2014j Aorlda Bullding Code (FBC)sWchrrolrequirements indudmgthe *High Velocity Hurrcahe2one { yrw. 2. Frodual anchars shall b e- as listed and spa ced as Mown an Celldls. Ambore rnbedment to base material sholl be beyond wall dressing arstucco, S. When used in the'HVHt" this product Ismqulred to beproreciedvifh an Impact resistant covering that complies voRh Seclion 16'26 of the M. d. When. used In areas outside of the "}NHE' mq&nS%Vnd borne debris protection $cis product is required to be protected with an Impact resistant covering that comp6sw(th Section 1 M9.72of the BC. 5.For2xstudhaadngcorniruot" iomahcho;ingoftheseunitsshelfbethesomeo0xh fslmwnfor2x buccmmonry corshvctfon. 6.SlfecondiTunsthatdeviate fmmthe details oithis drawing rPqukefudheren(lfha inganalysisby a licensed engineer crregistered =Kdect 7, Ihis product does notmeet the water "mTilhofion requaemw is for the "HVr2".I swing units shall be installed any in nw-habudbla areas or at habitable. locatfom protected by on overhang Or canopy such ihaf the angle between the edge of canopy or overhang to di tv less than 45 degrem rAIL E M MNIENZ Sii1iT: DESCRlPffON I Typical elevotiorv, design Tmss+res& general netes 2 DooT one detalls Smoaihst" 3 Doorpmral delais (Fbercicmqj Sidelite panel details & Qlann-0 details b Vertical cross sectors 6 Hor¢ onfalcrassseecrions 7 Hoftntalcroumclions a BuckAnc`+orfng 9 Frome anchodri 10 me anchoring 11 Astragal detalls E2 mOfmaiedafs&components 37.Y %kX OVERALL WAN%WM 5, O 7 SINGLE INSWING UNrr X SEE DETAIL A"/ T SHEET fi g DOUBLE W/SIQ ff INSWING UNIT oxxD 7DT)4OVERALL vronr D WAX OVERALL WVM um m V a' SEE DETAIL IL B/ SEE DETAIL 6/ 5g pOUBLE jf LIG-JJlrr E WIp OXO fNSV/INC VNJf SINGLE 4- 67. 0 -67,0 bOUBLH +47.0 -47.0 +60. 0 -60.0 swf tEancsuete +47,0 -47A +60. 0 -60A WITH SI Dgum r 2 rz—moo.* n xr 1mr 9 T- KWI MAY DOOR, PANE. WIDTH 2 fi r[77, w a z 23 m o iE X vi 1 POOR PANEL Smooth Star INT'ERIOR HORIZONTAL CROSS SECTION 2 DOOR PANEL 4.03T—•-- 1 7 S45' •- LATCH STRE 54 LP RALSMOOTHSTAR) (SMOOTH STAR) T-- L NM E 5T][.E 90Ti0M RAIL SM007H STAR) 1 (SZ'0 STAR) 2 VERTICAL CROSS S£CTTON 2 J DOOR PANEL MRIOR hI z LLI N.T4 a by. JK m c ay, LFS 3 7wwo ,, ¢ FL--15000.4 a r.._.,,.,,...F.=...,,,,,,..:....,,,...,,,,.:,m,.o._.,..,,,.aR,,,.,..,,.,,.,,a,,,,a,.H...,,,a.::_,....G,,:•.r....awr..;,::,..:,._:,_::..-.=,,,:...-.:,.—...,;u,,,,-,..._,--.:.-.R._--Q-.,.,..,,.,,,.._. ,._,,...,_.-.-_.,.. e-....,.....,,,..,....,,_,..,_...a,_—,,:,.a,..,.,.,.............,..,.,....e..,>,.... 2 F)gEapa 1 LQ3 SEE NOTE 2 fQatihlSSCfiV vial CROSSVERTICALr v SEE NOTE i 2 VERTICAL GROSS SECTION pKpp u! g Cl Go 2 3 VERTICAL CROSS SECTION 5 Shawn w/ix sub —buck OP77ONAL SURFACE BOLTS ON ACME PANEL SEE DESIGN PRESSURE CNAR7) NOTE: 1- The sideiRe is drrect set into the jomb with (12) item J43 a #8 x 2' pfh• wood screw. There are (4) at each v rttcal Jamb, from tide top dawn at 13.5"• 37", 48.5" & 661• Thera are (2) at the header at 4" from the outside comers of the frame. there are 2) #13 a #8 x 2-1/2" pfh. wood screw al the sit, 4" from the outside comers. 2. OP710111AL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CNAR7 r o lt m z X+ 02 24 12 i c er UK e c er. LFS unrw xo, ° FL-15000.4 0 c sr b ar j7 0.15'MIN CSINC 1Y _ 6m eTiER1OR SEE N07E 1 1, The s;delite is direct set firto the jamb irrir -k • C 2 $ ,d n m 43 w;th (12) item J43 a 1f8 r 2" p/h, wood rrtrrimlsareW. There are (4) of each ver}ice! 4 1 o n -z jamb, from the top down at 13,5", 31", ACT7VE gg mew do4&5" 66", There are (2) of the header 0 at4" from the outside comers of the c nM S o, 1, tm`D. f° frame- there ore (2) J13 a #8 x 2-1/2" pth wood screw of the elil, 4" from the 1. L' ?1•'?t outside comers. i.••;t gg p,,} o: lMERIOR o j• 36 45 44 a~• 46 p y 41 29 35 DETAIL _A. g 1 y c 77i8OPTIMALSURFACE8OL7SONACTNEPANEL1- V4 MIN. EE DESIGN PRESSURE Ci-IgR'1? z F FT/E- ITTPJ a = NMERrORH0R1ZONi" AL CRO55 SECTION q " o 6a 22 m 0.16'MI, GSMK 24 E TEEJQ SEE NOTE T 27 g 7 43 33 INACTNE I AQ'IVE 10 MEMO G1 o N 13 iN7EHI0R 36 44 4 7 a 9 10 37 45 woe: 02 24 12 itlTER10R seas: ° N.Ts. •+ f 8 DM > J}C m ca. V u5 d HORIZDNTALCROSSSECTIONCROSSSECnONHORIZONTAL CROSS SECiTON ow Na FL- 1 Soo u sxrEr 6 or•]2 Q H.. v"......,,-,,,,"•,......,,....,„F.,..................,..a..,=,,.,_.,.",_.:.,—-4= a.T•";,,,.-.,.-.:.a-,•.....,,"„a.....M..,roT,,-,.."..,:,k...,s,+,,.p„.»...,..",•.,.,,,",d.,,w,:".—.,.,m.,,..z,,,,.",m„,,.-,:mm...".G I sa II I I MASONRY II II OPENING I I Tw HEADII I I IJAMBS II Il ASTRAGAL IISHOWNFOR REFERENCE II II I II2XSUCK II B II 1 MULLION I MULLION I II SHOWN FOR II SHOWN FOR II^ a•" II REFERENCE I REFERENCE II 11 1 !I fE 1 II No tl 1 if II I 1! fl u 11 UBLF DOOR W/SIDFLITES BUCK ANCHORING 4" _ MASONRY, OPENING 2X CP-NC&iE ANCHOR NOTES: I. Concrete anchnricra}ions at the corrmrs maybe adjusted to m&ntoin the min. edge distance to mortarjoinis. 2. Concrete anchor;ocationsnoted as"MAX ONCZNlVrmutt beadjustedto maintorn the min. edge datance to mortcrfoinb. addifional concrete anchors may be required to ensure the NiAK ON C'EWER" dunension are not nrceeded a Concrete anchortaNa: M....,:.,.,_:.,... M7Ft C-CE4'Rd NCE=J411N:,Ei A'Ri1AY i:1' RE",':."•..%`S`V E/i+tg'i ME l7':•..:XC?}.1 49tLFY E tp s`-;...: aI}?'Li, P.C d.; Q yOj{ olF::::.;;. ITW TAnON ELCO ULTRACONID 114' 1-1/4" 1" 4" MASONRY 2X it it I1 II 38 H If II TYP- HEAD Il I I & JAMBS I E f IiII IIII MULUON II I I SHOWN FOR I II REFERENCE II it JI II I MULLION O4 11 I I ISHOWNFORI I n o II REFERENCE II ii II fl II ii If SINGLE DOOR W/SIDEUTES 8lJcK ANCHORING 41 rrQ TYP. HEAD JAMBSI o m ASCRAGAL z 8 Pv •: SHOWN FOR REFERENCE Y ddo I n p L = DOUBLE DOOR mSUCK ANCHORING a MAS OPI V SINGLE DOOR aUCK ANCHORING n ci Lod srxt: N.T. S. oww eve JK ow- er: LFS ORWHG Ne: FL-15000. 4 s. wr --arm MASONF OPEN1 t` FRAti 4X euc SEE DETAIL ryP J I _ SEE DETAIL 2" f iNSTAllAT1.11 w//tALS&x aucK 3a IlIST E 0 AD il3P JAMB' RICK SEE DETAIL "7" TYP. SILL 7,Q f T[ I7 I iT f r i Tf I V1EW "8"-"B" - - •S.—J L A" DOUBLE DOOR W/SIDEL_IT CONCRUEANCHOR NOTES- T. Concrcta onchorlocations at the camel maybe adjusted to maintorn the min. edge cwmce to mor for joinfs. 2 Concrete anchorlocctfont notod do MAX. ON CENTER" mustbe odFus}ed to mahtah the min edge distance to mortar)oinis, addit;onal concrete anchors maybe required to ensure the MAX. ON CBVrgi2' dimemTan are not exceeded. 3. Concreteandx0oble. gNS?H= e•:_- r:'.e5 vtr 'u•u.: q. F x ur3Di t,'b_.[A_G'P„'i f ITW ® TAPCON T/V 1-1/d" ITW TAPCx3X® rr vvu a,ncr r n. incin uvw rvvi ca. i. Mointaln a mTnlmum 5/8" adge distance, i" end distance, & i" a.c. spach,g of wood screws to prevent the spre&q otwood. THESE (2) ANCHORS REQ'D ONLY WHEN OP > 47 PSF c 16 fvvrr rnriittt`` 7a m o Rm a w WsoNRY J3 w/zx aucK Oxi1 a z g o g OPENING INSTAUISJD14 SLICK YnINSTALLATIONr, tJd gz FRAME 71'P. HEAD & JAMBS 0 SUCK n cind 2X BUCK-\ SEE In DETAIL ryp. DETAIL x z s 71'P. SILL f 4 J w VIEW "C ='C" - C VIEW A'-- A' aj aI SINCLE DOOR W/SIDELJTES (< m m 13 49 30 30 0 W/2.X BUCK 13 o NSTALLATION 3T 31 w o 13 W//1X BUCK 48 037 I INSTALLATION o rr T D DETAIL '3' DETA)L "2" + v 1C ASTRAGAL & SURFACE BOLT STRIKE PLATES C HEAR a 10 ^W DETAIL "5' T3 c, 3173 _ 30 M.IT' JK DETAIL -1" C• nt LFS DETAIL "4" SURFACE BOLT 5MKE PLATE mw1j; a' THRESHOLD FL-15000.4 WELT -,9— Dry. _ t 1 SEE DETAIL '2' 13 W/•ZX Suck MASONRY INSTALLATION OPENING W/IX auCK INSTALLATION 7YR HEAD & 3AIABS UO iv FRAME 2X BUCK 14 51U SEE OL-GJL "7 " SE D£fAl "3" t 7 i t t I LB" A" DOUBLE DOOR CONCRETEANCHOR NOTES: T. Concrete anchor locations at the comers moybe cclywfed to malkJain the min. edge distance to martor fovits. 2. Concrete anahorlocafioris noted as MAX ON CENTER" must be adjusted to ma7ntab the mfn. edge durance to mortarjoirsTs, addfionalcon=_te anchors may bereguaed to ensure the "MAX ON CENTER"di nerwon ore not exceeded_ 3. ConcreteanchortaHle: s-1FA;CH !r= thS1N=:_fin; r --.a . -__.. ti:.-.u;o,!,_.> s.:._._ A'Sa7Pk:-=_3L?;A'D3A•CFMiy: y/XRF•.-;':+ JTW TAPCON 11Y!- 1TAPCON 4" 3"m u: cti 7. MaintnTn a m imum 5/8" edge d7stonce, 7" end dlsianoe, & 7' o.c. spcxkzg of Wood screws to prevent tf1e spriffing of wood. SEE DE7AIL '4" Y1EW C"—"C" i3 W/2X BUCK INSTALLATION W/1X su(:5z MASONRY ' JS INSTAL.ATON OPENING Typ- HEM JAMES FRAME 2X BUCK SEE ate•. DETAIL 5' 7TYP. SILL — 5INGLE DOOR WIIX BUCK INSTALLATION 73 12 W/2X 8UCK INSfAL1A77014 13 10 10 OErAR_ 10 DETAIL '5" W/1X BUCK 50 INSTALLATION 0W/2X BUCK 13 INS7ALLAT7011 DETAIL '4 VIEW A"— A" 49 30 30 N/2X BUCK 13 0 31 37INSTALLATION W/7)( BUCK IRSTALLAMON 4B " DETAIL "2' ASTRAGAL do SURFACE BOLT STRIKE PLATES ® HEAD 37 31 0 30 0 30 DETAIL "7" SURFACE BOLT STRIKE PLATE THRESHOLD n ut o i e 02 24 12 i ITY: JK L irr.. LFS 3 MNG: No0. FL-15000.4 rc tT 10 act " t7 QCr' CID i 78.88" 18.38" 70.63" 785" 14.33" -{ rR z m oun 4 RAMm6.4I V sgg IizE D c J 27T7YP7YP. 7YP. Ur iS1U' r 24 SEE NOTE 1 je 24 vF 0.126" O a a NOTE- AStRgGAL DEikfL u 02/24 7 2 0 Trio N.75. arva ar: JC m' 1. THE ASTRAGAL BOLT HAS A S' THPOW A7 THE 70P ap m LFS 3 AND 'THE BOTTOM. aunac wv FL-15000.4 a SHEET OF c"•u:+.___:_.::—r_am-:=::.—.—.•e:.._..----_... _.•-- ._.--_.----:—.—n.-s-erccc__,—r:.-n:::_-u-.zx r_,-ruaac,.r.-e.-e:-..nvc..,=rxvq:.-mv:m*a-+vsne+.+m»e a.cwe,mx p--vwfc ur rm+.:v.-aa,m .. .mn :mr ..:v.-r_..aza—w..an.nmv..r.rr......i..-:waawm+..rc-.. sc..arv—.,a.-....e,,.0 Rem DESCRlPI/OH Maferiaf vt * 4: 8000' ip s s 76i1' lritisl O O ? i F 46 SURFACE 60LT (IVEc. 25" QEr 1 -5 '-j19 L 3b .SURFACE 90LT S7RfKF PLATE / 7 5' stt ) 4,563' 1Dd3" F-- —- 1 2q a T7W 20 2 i WOOD FRAME FINGER JOINTED PONDEP.OSA PINE, SG-0.4.3SYC 1NSWtNG DOOR BOTTOM SWEEP VINYL ,.080" MAX WALL, 035" WN. WALL 2T47'-1 a+ 1 I N ` • 1 '- A W Gl—L SELF Aft S77N19III--- ..F RE 0 ALUMINUM/VM1 .045" NA L ALUM, T5 INSWING IDELITE 00770M all080" THK. Wg y l4NYL TYP_ 0.09" EXTRUDED VTLJ:'L WALL t//, a o J n O s v tmn w o m o o Jo a " Y m a ID Y a eta Jd 1 F3BfR CLASSIC (FC) PANEL SKR( 0.11 MIN. THIC FEERakZ BY THMMA-MV Whh yield suenp Fy(r} ORD Psi F7&t%A55 IA S1JQ0T3t PANEL SADv JD7 M1K 11uC 1M BY T1IERMA-R?U "Ib 'del slewnglh Fp(mm.)=G,DDD d F1bfR(;IASS 2 FC TOP RAA WOOD COMPOSITE WOOD 0.5E f FT% 1111E =E PCHDEM--k PI Sr-ac S TCBOTTOM RALL irt1DD GP.iP0.5 8 POL11AE77NNE fDsaE (1.516s. DHi5ITr FDAV 7 SNf1RT f7EALH CDh1PRES570N WFAi}IEi2SD9p FOaM B C-0ttG AFACH CUMPAE5S10N WFAF tP 9 4' x 4" 1dNGE .097' 7NK 10 f0 x 3 4 L& PFY WOoD S SREL 11 YLSOi'HY - 3 D00 P51 NFL CONCRETE QJNiDRMNG 70 ACI 301 CA 31JLLrSFy BlDCk CONFOK41tNc 10 A5A1 D GOL(CRE1E 1 10 X 2 LG P1H WOOD SCREW 1J x 2 f 2' LG. PFN WDpO 3CRby 57 14 1 X 2-1 TTK aN(FcTE SCJ EW wwM15SDEUTEDOTR71.1 B00T .090' EYIRUIIm W1YL 6 3ZYBUCKSG m 0.555 AGOD o on I Pi z gq a y co 17 MAY i <' m MA7FR1e MCI) 8 K*Ual PASSIGE LOCK - S10AW SERIFS 19 SELF 1NSWPI SIDD'iE 7NRF3'NOU1 AL DO 20 R (PO EPDNDERDgq P1N 5 - MOD Si1pP.f JUlB D7IDERo5A PINE SC O.f3 MOD 22 NWG£ Jyg SC-0. WVOD EA5A57MuGAL 5!C>t/,l :F,f71E5V AwMnn M 14A ASTRAGAL FL115y DOLT SfEEC d ASRi FU SH BOLT RF7FWEIi W ALDMIHUM 6 iX BU SC » 055 Wpm t Ox1-1 ?' IA PANHFAD SHEET METAL S0MV STEEL 1 INSKVIG OCOR BOTIDN 5%'EEP NNYL 29 5-18 x 1-3 s• PNILLWS FTAT}lEXD SCP,Ely FDR 37STEEL m JDSURFACEB00' 5 yLKE PLATE 57m. 31 lox 2-1 ' PNups FUPm WOOD SCREW STUL w w z v1 o 32 1 8 m MDR IXADNG APE snK-0TM v PLP PVC IA LLIM OW B .KNS PoNODtaSA PINE. SG=0.1. 14A 36 57DEUTESIDE SPLE RWDEROSA PME Sl;e'0.13 µap JO x I- 3 r LG. PFH WORD SCREW 57EFL 38 T 4' x ?-J d' PFN ETLO DR RR' [DNCRE]E STREW STEEL J9 7 r J 4 !T8 PFN CONC cr SaRm 1.1 gayID57LCONE CAUIIC OM 57SWR 41 8-tO x Y ) ' PIASCREY! R DE7A 4 KEEL 57DF1T! iDP OfiO4T FROSA FQYZ 30z0.43 15app 43 S x 2" LG, PFK WOOD SCREW STEEL 44 3 x 3 B DUARIER ROUND fi71GER JOIHIE71 PI,L yppp O 45 1 L x.040' DNA. 87A0 AtIM Na 57E8,3 6 A' FiSLRPACEBOLT54 .-2 47 7 4-20 SEX BOL7 W i 4-ZD PENILE Eld7 AWEI 57M 483 i8 x 3-1 {" TfU' PTX CQVGRETE SCREW o 9 AS7RA 57RIKE PLATE 50 1 4' x 3-1 4' ITW PFH CONCRETE SMSV STEEL 0M 02 24 12 55 %)P RuL nOgO COYP(),Sj/E scut N.T_s. 55 5r LAXH SERE HOOD CDEIPOSRE lmG oyi JK 8 SS h'U'OE 5711E OOtOFAP1KE..1U R.43 Wt7JD - x" LFS 5 SS 60MRACROODCOMPf7SITEartuviRcNO.: FL- 15000.4 arsnr arm i R W R W Building Consultants, hic. B Consulting and Engineering Services for the Building Industry C P.O. Box 239 YAW% PL 33595 Phwc 813,659,9197 Florida Board orProfeaa oval EnpG,cers Cerlifiwm of Authoiizadou t4o. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber Glassio" / "Smooth Star' Exterior Doors Exterior Door 11 B industrial Drive WO Inswing W1and wfout Stdetites Assemblies Edgerton, OH 43517 Fiberglass Door Phone (419)298-1740 Non-kn act` soaps: This Is a Product Evaluailon report;$sued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P., (System ID # 1998) for Therma-Tu Corporation based on flute Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt P.E. do not have nor will acquire financial interest In the company Limitations: 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 compllanca with the 6th Edition (2014) Florida Building Code (FBC) structural requirements Including the'High Velocity Hurricane Zonal (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond waft dressingorstucco. S. When used In the "HVHZ" this product rs required to be protected with an Impact resistant covering that complies with Section 1626 oftheFBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product Is required to be proteoted with an Impact resistant covering that complies with Section 1609.1.2 of the FBO. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-1500DA requfre further engineering analysis by a licensed engineer orregisteredarchitect, 7. Inswing configurations do not meet the water Infiltratlon requirements for the "HVHZ , inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy oroverhangtosilllaTessthan45degrees, 8. See drav,4ng FL-15000.4 for size and design pressure limitations. supporting Documents: 1, Test Report Na. Test Standard TEL 01460337-A,B,C ASTM DM-03,ASTM D1929-96 ASTM 02843.99 TEL D146033&A, B,C ASTM 13635-03, ASTM D1920-96 ASTM D2842-90 STTS00001 ASTM Q2C- 96 15427-107362 ASTM U4-00a ATI 67608.01. 108-18 ASTM D1929-96 ETC 01-741- 10701.o TAS 202-94 ETC 01-741. 107D3.0 TAB 202-94 ETC; 01-741- 10593.0 TAS 202-94 TEL 06-1031- 3 TAS P-02.94 TEL 06-1031- 4 TAS 202-94 Testing Labooratory Signed by Testing Evaluation Lab., inc. Lyndon F. Schmidt, P,E, Testing Evaluation Lab. jric. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E Rtdh, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. MarkD. Pasero, P, E. Wendell W, Haney, P.E. Wendell W. Haney, P.E, Drawing No Prepared by u;r i+f rt t ^. .{ , Signed & Sealed by No. FL 15000. 4 RW Building Consultants, inc. (CA #9813) .w';: , t"?:, r? Lyndon F. Schmidt, P.E. Calculations Prepared by of *3"< " ` 74t ' y "'v i nod & Sealed by Anchoring RW Building Consultants, Inc, (CA#9813) ;" g!ndon F. Schmidt, P.E. ASTM F-1300GlassLoadLyndonF. Schmidt, P.E. A..a, ; `pt Quality Assurance Certificate of Participation issued by Natlonal Accreditatlon and Managemetlt ! `.e institute, certifying that Therma-Tru Corporation Is manufacturing products"".. within a quality assurance program that complies with ISO/IEC 17020 and { .`• - - - Lyndon I:% Schmidt, PX, Quids 53FL PE No. 43400 Shoat 1 of 1 212/2016 s r. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,ine. Florida Building Cade Online Page 1 of 3 1Ia1da Lqs ttllentU 6cl5 Home Log in User RwIstration I 110tiapt6 ; Submit Surchage Stats & Facts Pubkatlam ; FBC Staff j BCIS Site Map LfikS t Search 111[I1 S lJ Jl ProductApproval aiusEll!Publlcuser Regulation Product Anoroval Menu > Product or Aooncation Search >Applicatlon List> Application Petal) FL # FL1S332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived M Product Manufacturer MI Windows and Doors Address/ Phone/Finall 650 West Market Street. Gratz, PA 17030 717) 365-3300 Ex1:2560 bsitlinger@mlwd. com Authorized Signature Brent Sitlinger bsltlinger@miwd. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Fxterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florlda Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lamas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M, Urlch, PE rl Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of standard) Equivalence of Product Standards Certified By Sections from the Code FL1S332 12 C0j FLCQI.Pdf Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2005 Ed] 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 UYes 0No ON/A https:// www.floridabuilding.org/pr/In p dtl.aspx?param=wGEVXQwtDgtH8572gvdwl... 8/31/2015 Florida Building Code Online FL15332 R2 CDC FLIS332-COMP pdf Product Approval Method Method 1 Option D Date Submitted 04/30/20tS Date Valldated 04/30/2015 Data Pending FBC Approval Date Approved 0510612015 Summary of Products Page 2 of 3 FL # Modeir Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 14S-3/4"X50" NON - REINFORCED Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: REFERTO APPROVAL DOCUMENT FOR DESIGN Installation Instructions FLIS332 RZ II 08-00500C.Ddf Verified By! Luis Roberto Lomas 62514 Created by IndependentTh€rd Party: Yes Evaluation Reports FL15332 R2 AE 5108076.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 1533Z.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"X80" NON - REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFERTO APPROVAL DOCUMENT FOR DESIGN Installation Instructions FLIS332 R2 II DB-00498C_odf Verifled By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R2 AE 510805B,pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332,3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 II 08-02248A pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R2 AE 512968A.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 1533Z.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42D ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL15332 R2 II 08-02Z49A Ddf Verified By: Luls Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressure: N/A other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports FL15332 R2 AE 512969A.ndf PRESSURE RATINGS Created by independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM $GD REINFORCED XXX 143"x96" REINFORCED Limits of Use installation instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistants No FLIS332 R2 II 08-02250A,od€ 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 FL15332 R2 AE 512970A.pd PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGO OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II OB-00499C.Ddf Approved for use outside KVHZ! Yes Impact Resistant: No Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 5108068 pdf PRESSURE RATINGS Created by Independent Third Party: Yes iS332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Ettps://www.floridabuilding.org/prlps app_dtl.aspx?param=wGEVXQwtDgtHS5'72gvctWL.. 8/31/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-00501C odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party, Yes Design Pressure: NIA Bvdivation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F415332 R2 AE 510808B.pdf PRESSURE RATINGS Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80'° NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-00S02Cpdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ELIS332 R2 AE 5146098.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"A96" Limits of Use Installation Instructions Approved for use in HVHZ: No rLIS332 R2 II 08-00503C.odf Approved for use outside HVHZ: Yes Verflled By: Luis Roberto Lomas 52514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other, REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510810B.0f PRESSURE RATINGS Created by Independent Third Party: Yes Hack Next Contact Us a 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida. is Priyar y statamant n Accassihlllry $I3kKR1eRS I I Refund Statement Under Honda law, email addm5sas are public records, If you do not want your e-mail address released In response to a W blfc-mrords request, do not tend electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you haveany queLtipns, please contact 850.487.1395, *Pursuant to Section 495.275(i)r Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department w[th an Mali address if they have one' The emalls provided may be used for official communiratlon with the licensee. However email addresses are public record. If you do notwlsh to supply a personal address, please provide the Department wIth an email address which can be made availatle to the publfc. To determine If you are a licensee under Chapter 455, F.S., please clldc he e . Product Approval Accepts: R WMA Credi SAFE https:l/www.floridabuilding.orglpr/pr_app_dtl, aspx?param--wGEVXQwtDgtH8572gvdwl... 8/31/2015 NOTES: 1. THE PRODCC? SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAWING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PRoPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL INHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS T,HE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NDT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN- WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. S. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 'WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXMUM ALLOWABLE SHIM STACK TO BE 1/4". 9_ DCOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INRLTRRA710N RESISTANCE. OVER.'-1ANG RATIO = OVERHANG LFNGTH/OVERHANG HEIGHT 10, FOR ANCHORING INTO WOOD FRAMING DR 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. =0R ANCHORING INTO MASONRY/CCNCRETE USE 3/15" 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. TOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WIT! -I SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL_ LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE b (OR GRFATFR). D. METAL STRUCTURE: STEEL 180A, 33KS1 OR ALUMINUM 6063—TS 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS 1 SHEET NO.. DESCRIPTION 1 j NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVUCNS I REV I OM`RIFROR I DA7< I APPROVED i A I ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R '-, i SIGNED: IZ1612013 AND S LLCMIW11 ODWW. c' URItJ r 91f' CftOSBY00DDOS CARROLLTON, TX 75006 r yAG EN sue. p p` SERIES 420 SGD REINFCRCED WITHOUT ADAPTER" 96" x NOTES aRAwK pnG NO, RYPfi;'LQRIOP~ 08 50 49 A 1 ONk tscnLETUTSonrt10/30/13 1 OF 10 95" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX --{ 6" MAX 6" MAX MAX FRAME HEIGHT 6" MAX SERIES 420 SGD REIMFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRA77NG 35.OPSF NONE WITH 24=' SILL SEE CHARTS #1 AND 02 FOR 077YER UNITS RATINGS DESLWV PRESSURE RATING I IMPACTA477140 25.W-2&6PSF NONE WaN 1-!&".SILL SEE CHARTS 03AND #4 FOR 077-1ER UNITS RA77WS CHART#1 WITH2-7,V2'S11-L WHERE WATER INFILTRATION RESISTANCE IS RECOIRED. urrrc a cuFl-r f fuWgn pressure char[ 634 sngla5>anelard Total FrarraV&lh(In Franc 3a. 0 3" 420 4& Height at6RD0 7200 84.00 Pea Neg Pos Nag pas Neg 84, 0 4.0 59A 40.0 50.9 40A 4S7 nj 88.0 40 552 d0.0 08.D 4_0 43.0 920PLO... CHART# 2 Wf7Hz- 7/32' SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 7 Design p-teaue ehart (PsEI nglel3enel and Tot al FralraWdth OnjnnjHam 7D.P 6D. 00 3a. 0 72001 420 00 48. 0 96. 00 h) Pas Neg Fos Neg Pas I Neg Pos Nag o 59,4 1 59,4 50,9 50.9 45,7 45.7 42D 420 98. 0 652 55.2 48,0 49.D 43A D Z. Bg_4 92a SZp. b2.4 45A 45.4 49b 40.6 37.1 37.1 3wa 49.9 1 49.8 1 43.1 1 43. 3-36A 35A 35.0 AEVIS[ ON3 DESLRLP ON DATE APl'aWW ADDED FLANGE AND YIN INSTALLATION 1 12/10/13 1 R.I. CHART03 WITH1- f/2"SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED_ Desgn pressure chart (Psi Sn le Panel WOTot.1FromeWldth IN Fna 3' p'0 36_0 470 1 49.0 Heght 6DA0 720b 4.00 96.00 Pns Neg Po! Nog Pos Neg Pos Nog sto os- 47.8 25.0 N,7 25A 37A 4.4 99. D 25,0 452 3 3 25A 352 a;022 025D 92a25A42923.0 2 25.0 332 dp. 7 25.0 353 29.0 9.46.6 CHART # 4 WITH 1-12' SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 7 CHART # 5 Design Fran ur'0 chart (ps) single Panel and Totel Frame rh On) Fiatre Femme . Holght( In) 3a 00. 00 36A 77- 00 d20 84. 00 49. 0 96. 00 Pas Nag Pos Neg Pos Neq 84. 9 47.8 47b 1.7 417 37.4 37.4 11.4 j S&P 452 452 30.3 3g3 362 36.2 920 4 -9 42,9 372 3 2 332 33. 96. D 40.7 40.7 353 3 3 31_4 31.4 26.6 Number ofanshorloeat(ensmwdeed Single Fanal and Tetel PfWM NKOh On) 70A M.D 4R0 48A Ight N' 6Ro HaS I Jamb 7 0 R48 I.hmb V- 0 HaS Jamb 6' Hbs Jamb P4. 0 4 8 5 6 6 5 5 B 98. 0 4 8 5 6 e e 5 B 92A 4 6 5 8 6 B 5 8 9aa 4 a 5 8 6 6 6 B AI WINDOWS c 5,Rtl,i/o4f 0001W. CROSB RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTERAf(Aliei 96" x 96"a ELEVATION yOF VL D. % ss/ 08-02249 A 'ONA SCALE 14TS IDATE 10/30/13 158EEr2 OF 10 IIIIIlII 9 M HE] 95" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 5' MAX ---{ 6" VAX i 6" MAX FRAME 6" Ak G HT 6" AX SERIFS 420 SGD REWFORGED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT ITATING 33 OPSF NDNE WITH241V' SILL SEE CI4ARTS 91 AND= SHEET2 FOR OTHER UNlfS RATINGS DESIGNPRESSURERATING IMPACTRATING 25.01-28.6PSF NONE W1741-11V SILL SEE CHARTS #3 AND #4 SHEET2 FOR OTH7=R UNITS RATINGS CHART # 6 lV p7ber ot'axEbOrlxa7Jorysregnlred FfaOe 81noe Panel and Toni Lbit Vudth tin) HEphl in) 30. 0 60. 0 36. 0 TY. O d26 440 43. 0 36. 0 HLS ternb I yaS Jame H6S I lamb H&S A. X 4 8 5 6 6 8 6 6 88. 0 4 6 5 fi 6 6 6 6 9i3O 4 6 6 0 fi 6 8 6 80, 0 4 1 fi 1 5 6 6 6 6 8 5 3/8" 2 1/3Z• 2 1/32" SILL ALUMINUM 6063-T5.055THICK 5 3/8" 1 112" 1 1/2" SILL ALUMINUM 600-7-0.055 THICK 1 /2, MIN. EDGE DISTANCE 1 3/6" MIN, WOOD FRAMING EMBEDMENT OR 2X BUCK i BY OTHERS 1/4" MAX_ SHIMPOWU10WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR LI J 1 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2XBUCK INSTALLATION N07ES: 1, INTERIOR AND EXTERIOR FlMSFIEF, BYOTHERS, NOT SHOWN FOR CLARRY. a PERIMETERAND JOINT SEALANT BYOTHERS TO BE DESIGNED INACCORDANCEWITHASTME2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESNE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT RMXINS DE=IPTKIN DATE I APPRDVM ADDED FLANGE AND FIN INSTAUA710N 12/10/13 1 R.L 1 3/8" MIN. EMBEDMENT 1/4, MAX. r SHIM SPACE I INTERIOR T— 1/2" MIN. EDGE DISTANCE1 4r I — 10 WOOD --- EXTERIOR SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MI W[NooWw.AcRosevOpn5 LLC REIto*/' CARROLLTON, TX 75006 ti% r_ ,GENa - (p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS T r0-a --Z sS a\`` owc No. aAVDRAWN:.L 08-02249 ORIU fiaNA` t• MIL' DATE SpM7NTS40/30/13 4 OF 10 REVISIONS REV DESCRIPTION DALE MPRDVED A ADDED FLANGE AND AN INSTALLATION 12/10/13 R.L 1 /4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS T 1 /4" MAX. SHIM SPACE 10 SMS OR SELF ORILUNG 1 INTERIOR SCREW 7/8" MIN. EDGE DISTANCE I _— Fil ! EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULYEM 116 10 SMS OR CONSTRUCTION ADHESIVE SELF DRILUNG OR EQUAL SCREWS 10 SMS OR METAL SELF DRILLING STRUCTURE EXTERIOR SCREW SEE SHEET 3 BY OTHERS FOR SILL OPTIONS METAL STRUCTURE JAMS INSTALLATION DETAIL BY OTHERS METAL STRUCTUREINSTAUATON VERTICAL GROSS SECTION METAL STRUCTUREINSTALLATION ME WINDOWS LLC oow. cxosTaY OpS l`5tiR1ltllb,,' CARROLLTON. TX 75006 ti ,,•CEN g •,y+y SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5i NOTES 1.1NTERIORANDEXTERIOR FINISHES, BYOTHERS. 96" x 96 FRAME INSTALLATION DETAILS 73, TAT OF rye NOT SHOWNFOR CLARITY: Dwc No. E OR 2. PERIMETER AND JOLVT SEALANT OY07HERS TO BE DRAWN! 08- 02249 DESIGNEDINACCORDANCEYITHASTME2li2lllli111 liNTS — 10/30/13 -"m5 OF 1D CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK To BE PROPERLY SECURED SEE NOTE 3 SHEET 1 2 1/2" MIN- rEDGEDISTANCE a 1 ,/4" MIN. bQa _ EMBEDMENT a a. 1" MAX. SHIM SPACE 1if 3/16' TAPCON EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16" TAPCON SEE SHEEP 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS a 1 1/4" MIN. d. a ' a EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CR09SSEGT70N CONCRETEWSONRYINSTALLATION REVIM4S DESCRMIDN DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/1D/15 I R.L. 1 1/4" MIN. EMBEDMENT o-' q - J 1 /4' MAX. SHIM SPACE 2 1/2" I INTERIORrMIN. EDGE DISTANCE- d 3/16" TAPCON CONCRETE/MASONRY BY OTHERS • -' EXTERIOR OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALL4T70N NOTES., 1. INT IDVORAND EXTEIRIOR F7NISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIA?ETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTA4 E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9 6" x 9 6' FRAME INSTALLATION DETAILS DRAWN: DWG NO. F V.L- 08-02249 CA'z NITS — 10/30/13 5-6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMINC OR 2X BUCI` BY OTHER: 1/2" MIN. EDGE DISTANCE 1 3/B" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR 11 11 LI _[1 INTERIOR VERTICAL. CROSS SECTION WOOL FRAMIMO OR 2X BUCK 1NSTAL.tATION NOTES: 1.1NTER10R AND EX 'ERROR FINISHES, SY OT HERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINTSEAIANT BYOTHERS TO ftE DESIGNED INACOORDANCE KMAST,W L2112 1 3/8" MIN. EDGE DISTANCE 0 BE SEC IN OF VULKEM 116 RUCTION AOHESNE #10 WOOD IUAL SCREWS SEE SHEET 3 FOR SILL OPTIONS MIN. AENT WOOD FRAMING OR 2X BUCK BY OTHERS RENSIONS DESCRIfnIDN DATE NRR IED ADDED FLANGE AND FIN INSTALLATION 1 12/70/13 1 R,L I 1 /4" MAX. 1 SHIM SPACE INTERIOR Dl I EXTERIOR JAMB INSTALLATION DL-TAIL WOOD FRAMIAtO OR 2XBUCKINS7ALLATION MI WINDOWS CROSBDOORS LLG S1RIt Io lf W. CARROLLTON, TX 75006 v •)GEN3.9 A E• oy sttrrr!( SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS Via`: STATE OF = DRAWN: DWG N0, REV 08-0249 A QNAll- unE aTe 7 OF 10NTS10/30/13 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE f 10 SMS OR SELF DRILLING SCREW INTERIOR SET 1N VULKEM 116 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. f. INTERIORAND EXTERIOR FINISHES, El OTHERS, NOT SHOWN FOR CLARITY. 2 PER(METERAMDJOINT SEALANTBYOTHERS TORE DESIGNED INAGC0RDANCEWTTHASTME2f y2 T- 7/9' MII EDGE D1SI7 I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS v IA" LAAV REVISIONS D6CRiPfION DAME I APPROVM ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE114STALLA770N MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS DRONI DWG NO. F V.L 08-02249 SME NTS I DAYS 10/30/13 ETB OF 10 It/d i Ely TA a 5 = TE OF t y.:m,,,y..::,:,rc,::::.,._.._,.— w.__=.—_=.—_._•_s.-a.—_M,»._..=-•.+evxasr.•nc.:_amvc_::s:<__.a=::o-:.,,a::,.,,:_............i__.m::,,.,u.._. ..a,.m1_ .—.cv_,.nac_:..a..._._s=,—tsars—_.—,-x_—_.____v_.__....._z_z.,._...__,rom:..w...o«y.,..-._.,,:.:m...:....",a.....:.:..:.....y......«,:...::,,::....:«,.,,...u,:s...:,,o-.....,,a:,..,:u.,.dm..uv=.us,,.",.rcu.,ti,._enc:.___s.x.,,",.nm.., 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. e. - EMBEDMENT CONCRETE/ 1/4—, MASONRY MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR IU llll INTEROOR SILL TO BE SET IN A BED OF IULKEM 115 CONSTRUCTION ADHESIVE 3/ 16" TAPCON OR EQUAL 5EE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS e. 1 1/4" MIN. EMBEDMENT d e a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEW SONRY INSTALLATION REVfsDNs DESCRIPTION DATE I APPRDVED ADDED FLANGE AND FIN INSTALLA7lON 12/10/13 1 R.L 1 1/4" MIN. EMBEDMENT s '• _ fj 1/4" MWC I SHIM SPACE 2 1/2" MIN. EDGE ' ' DISTANCE d 3/ 16" TAPcoN CONCRETE/ MASONRY < ,• BY OTHERS El r: a INTERIOR ul EXTERIOR JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK J CONCRETEJMASONRYWSTA!_LATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JO1NT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 AND DOORS LLC MlWIND01WW- CRO58Y OARROLLTON, TX 75006 slll lllt0'//i v •GEMg ?s J O, fi}6 SERIES420SGDREINFORCEDWITHOUTADAPTER96" 96 a roF FIANCEINSTALLATIONDETAILSoff`= 3TkT OF w IFS` oRAwNowcNo. REV OS 0? Z49 A firls'pNAi C t tSCALENTS 1DJ30/13 9 OF 10 WOOD FRAMING BY OTHERS 1/4- MAX SHIM SPACE INTERIOR 1 1/4- MIN. N. EMBEDMENT I B WOOD SCREW 7/15" MIN EDGE DISTANCE B WOOD SCREW 7/1B" MIN EDGE DISTANCE EXTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FR WN0 OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WORD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 49. RECISIONS DESCRIPM14 I 417E I APPROVED ADDED FLANGE AND FlN INSTALLATION I 12/1D/13 I R-L. EDGE D]ST. d TRIM a 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTr{ERS 7X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED a TAPCTAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYAWAICRHrE METAL STRUCTURE BY OTHERS INTERIOR TRIM TRIM 1 3/B" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 10 WOOD #10 SELFpRILLNG SCREW SCREW PANEL F_XTERIDR PANEL. INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLA77ON HOOK STRIP INSTALLATION 2X BUC101NOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLCyt ttr i1001W- CROSBY RD \ i CARROLLTON, TX 75006 No71s: SERIES 420 SGD REINFORCED WITHOUT ADAPTER _: a 5 ` 96" x 98' I. lArMR,'OR AND EXTERIOR FINISHES, BYOTHERS, NOTSHDWNFORCLARI7Y. NAILFIN 8c HOOK INSTALLATION DETAILS o, TAT OF 2 Pl5?IMBTl=RANDJOINTSEALA&TBY07HERS TO BE DRAWN: DwD NO. ReY DESIGNEDINACCORDANCEVOMASTME21i241 cAtE NT5 pig 10/30/13 08- 02249 "T10 OF 10 A fit Nky G\ yr RenslDNs 1/2" MIN. rsEv DESCRIPTION DATE APPROYED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L l.. 8 RVISED PER NEW WRUNG 10/15/13 R.L 1 3/8" MIN. C ADDED FLANGE IN5CALLAT10N5 72/O6/13 R-L WOOD FRAMING* 00Mn EMBEDMENT OR ZX SUCK L BY OTHERS 1/4" i 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE SHIMSHIM I INTERIOR 10 WOODSPACE SCREW 1/2' MIN. EDGE DISTANCE n I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS fXFE810a I l 11 1111 f 1 11 INTERIOR VERUCAL CROSS SECTION WOOD FRAMINOORZX BUCKtNSrAU ATION NO7ES: Y. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT S14OWNFOR CLARITY_ 2- PERIMETERAND UOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WrrHASTM EV 12 3E SET IN VULKEM 116 T10N ADHESIVE L SHEET 2 SILL OPTIONS MIN. AENT WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL SNOOD FRAM MG OR ZX SUCK INSTALLATION MI W[NDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 43D/440 XIX SGD 143" X 96' REINFORCED FRAME INSTALLATION DETAILS DRAIM DWG NO. F.A. 05-00503 C0LE NTS 1D- 02/23/09 —3 OF 9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL GROSS SECTION METAL STRUCTURE INSTALLATION 1 /4" MAX_ SHIM SPACE 7/8"MIN_ f0 SMS OR EDGE DISTANCE SELF DRILLING SCREW INTERIOR #10 sMs OR SELF DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESNE UAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 4" MAX. I SHIM SPACE INTERIOR EXTERIOR REVISIONS REV I TESORIFrnw a1E .PRWEV A ADDED CHARTS o3/06/12 RA_ B REMSM PER NEW TESTING 10/15/13 R.L. c ADDED FLANGE INSTALLATIONS 12/06/13 R.L J-cm JAMB INSTALLATION DETAIL METAL STRU07VAE INSTA.LATTON Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 4.30/440 XIX SGD NOTES ld96" REINFORCED 1. INTERIORANDEXTERIORFlNISHES, BYOTHERS, FRAMEE INSTALLATION DETAILS Y NOTSHOWNFORCLARIT. 2. PERIhTETERAND JOINT SEALANTBYOTHERSTORE' DESIGNED IN ACCORDANCE WITH ASTM EPI12 PFAML F, A, owe,NO. 08-00503 6U NTS ° A- 02/23/09 jsHEEr4 OF 9 llltlLll/j/ y OENS,; q A y TE$ OF jsf NALi\ lG~\ i.. .............«.. .._.ynv:r. uu eu.rralx rue•a.......... _y.... ..................+ .. ..............» ... ..,............. ,...........a.......e .t a's+tY.ro.-.....„nyvzsnut M:• :r.} ^gvxeauurn.va..1a tre .l.arxa.a_ro:,4.y+ c n—_—__—_ ._..—.nn._,r__._..._ • —-._r__.__,._. av'••u.e_—ev'.a-,,tw.ucvae»,vrxww uerx..,v:rce.uvr nvruuawrvw..; atv:.,vamvun>unru 2 1/2" MIN. EDGE DISTANCE 1/4-" MIN. 46 ' . s EMBEDMENT 1 1/4" MIN. d'• EMBEDMENT CONCRETE/ MASONRY I SY 07HERS 2 1/2" MIN. OPTIONAL EDGE DISTANCE o 1X SUCK i TO BE 1/4" MAX. PROPERLY SECURED SHIM SPACE 3/16' TAPCON d SEE NOTE 3 SHEET 1 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE ' 3/16" TAPCON OR EQUAL SEE SHEET 2 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS 1 7/4" MIN. EMBEDMENT a VERTICAL CROSS SECTION CONCRETF/MASONRYINSI"ALIATION 2 1/2" MIN. EDGE DISTANCE 1 /4" MAX. I SHIM SPACE RE1 sms DESCRIPRON DATE APPROYF ADDED CHARTS 03/06/17 R-L REVISED PER NEW TESRNG 1D/15/13 R.L ADDED FLANCE INSTALLArONS 12/05/13 R_L INTERIOR fF----7l 11 EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCR2 TEiMASONRYINS7ALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES-- 1. INIFRIORAND EXTERIOR FINTSHES, EY 07HERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT 5FALANrRYOTHERS TO RE CESK3NE0 WACCORDANCE MTH ASTM Elf 12 MI WINDOWS AND DOORS LLC 1001 W. CROSI3Y RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWO ND. F,A. OE-00503 SCALE NTS I DATE. 02/23/09 15METS OF 9 DOD FRAMING OR 2X BUCK BY OTHERS J10 WOOD SCREW EXTE171OR 10 WOOD SCREW I WOOD FRAMING fk OR 2X BUCK BY OTHERS 1/2" MIN. I EDGE DISTANCE MIN. EMBEDMENT MAX. SHIM SPACE 1 3/8" MIN. EMBEDMENT T — 1/2` MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS MOOD FRAMING OR 2X BUCK BY OTHERS 1 3/H" MIN- E MBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. Y.INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR OLARrTY_ 2. PERIME ER AND JOINT SEALANrBY OTHERS TO BE PESIGNEO INACOOROANCE WITH ASTME2112 7EMON5 REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVCSED PER NEW TESTING 1O/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/6/13 R.L. 1 /4" MAX. SHIM SPACE INTERIOR i mill 11C A EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 750116 SERIES 450/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWc No, F.A. OH-Q0503 SME NTS DATE 02/23/09 —ET6 OF 9 v •v GENSFgs 9 _ STATE OF :.u METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE 6Y OTHERS EXTERIOR VERTICAL CROSS SE077ON METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, SYOTHERS, NOT SHOWN FOR CLARITY. 2 PL`RIMETER AND JOWT SEALANT HY OTHERS TO BE DESIGNED #4 ACCORDANCE'ATTHASTM E2112 1/4• MAX. SHIM SPACE OR 7/8 ' MIN. LUNG EDGE DISTANCE 10 SMS OR SELF' DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE UAL METAL STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPTIONS REVISIONS REV I OESCAlPTION GATE APPROVED A ADDED CHARTS 03/06/12 R." B REVISED PER NEW TESTING 10/15/13 R-L. C iADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1/4" MAX. SHIM SPACE fNTEFIIOR EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75005 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWri N0. F.A. 08-00505 sIILE NTS — 02/23/09 sKI'Er7 OF 9 Jam_ • " •"'-9 i TATE OF s . irk yo TATE ; ,:. fi1S Oh1A511\`. REVISIONS 2 7/2" MEN- REV DESCRIPTION ogre I APPROVED CONCRETE/ EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. MASONRY BY OTHERS H REVISED PER NEW TESTING 10/15/13 R.L. r. e - . r •'. . - - u C ADDED FLANGE 1NSTAUAT10NS 12/06/13 R.L a• - " 1 1/4" MIN. e ' EMBEDMENa• 1 1/h" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE OPTIONAL 2 1/2" MIN. 1X BUCK EDGE 015TANCE O ° fNTERlOR TBE °a PROPERLY - 1/4° MAX. •.. SECURED SHIM SPACE J SEE N OTE 3 SHEET 1 3/ i 6" TAPCON 3/ 16" TAPCON r a CONCRETE/ MASONRY EXTERIOR INTERIOR OTHERS 3/ 16" TAPCON 'o '•-, SILL TO BE SET IN EXMRIOR A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL OPTIONAL 1 X BUCK JAMB INSTALLATION DETAI TO BE PROPERLY CONCREFEIMASONRYWSTALLATION SEE SHEET 2 SECURED FOR SILL OPTIONS SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE BY OTHERS a' + NOTES: a• 1 1/40 MIN. 1. INTERIORANDEXTE'RIORFIN18HES, SYOTHERS, EMBEDMENT NOTSHOWN FOR CLARITY- a .• ! ' 2. PITRIMMRAND.ICINTSEALANTBYOTNERSTOBE d' • - DMOMEO INACCORDANCE WITHASTM E2112 VERTICAL MOSS SECTION 2 1/2" MIN. CONCRE7FiMASONRYINSTALLATION EDGE DISTANCE MI WINDOWS LLC oow. cose00oA5 CARROLLTON, TX 75006 N`\`$ 1 tLf q v,•4 LE S;; 5 5 ' k4 SERIES43" XI`D SGD 143" x 96" REINFORCED RFLANGE INSTALLATION DETAILS a TATEOrr, a' cS: ORt04; G` DRAwr1: DwD NO. Gs— oOso3 REv c ri S pIVA 1` scAtroA1t; NTS02/23/09 8 OF 9 1 5/8" MIN. EDGE DIST_ TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP EXTERIOR 1 1 /4" MIN_ EMBEDMENT T 1X BUCK BY OTHERS, 1X SUCK To BE PROPERLY SECURED 3/16" NOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM PANEL INTERLOCK 1 3/8" MIN_ EMBEDMENT HOOK STRIP — WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 8U0(QWOOD FRAMING REVISIONS DUCRIPIION DATE APPROVFD ADOEO CHARTS 03/06/12 R.L REVISE PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLAl10N5 12/06/13 1 R.L METAL ST4INTERIOR 8 HOO lD SELF DRILLING SCREW ANEL NTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. fNTER10R ANP EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY Z PERIMETERAND JOINT' SEALANT 8YOTHERS TO BE DESIGNED INACCOROANCE WITHASTM E2112 MI WINDoWw. cRoseYO0 ft5 LLC LQMyI.' CARROLLTON, TX 75006 1`.` SLt . v,CbNSc'=P i1,io,,s,t; SERIES 430/440 XIX D 143" x 9b' REINFORCED IHOOKINSTALLATIONDETAILS TATB RF ;` yI''.Fds!<f3R10a` 41' . 11f II 11l WNW, DWG No, 08-00503I C 07 NTS 0A1E 02/23/09 sNEET9. 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Publications l FBC Staff l BCIS Site Map j Links } Search bNo a Product Approval USER: Public User sx 7:fad: Product Approval Menu > Product or Aoolication Search > Application Lis[ > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived 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 41 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 i Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year DASMA-108 2002 DASMA-115 2005 https://www.floridabui ldi ng.orglprlpr_app_c tl.aspx?param=wGEVXQwtDquf 1 J RfVVxf6u7oj nlOheH%p2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 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: Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 ition 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0228 318958 P7.Ddf FL9174 R11 II Track Supplement ChartP10. df FL9174 R11 II WDJambSuoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0229 318959 P8.odf FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 fI 0230 318960 P10.odf FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSupplementP16 s.pdf 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 Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 II 0231 318996 P5.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s odf Created by Independent Third Party: Yes 9174.5 15120 / 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 II 0234 319022 P5.Ddf FL9174 Rll II Track Supplement Chart P10.odf FL9174 R11 II WDJambSupplementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.fl on dabui I di ng.org/pr/pr_app_dtl.aspx?param=wG EVXQwtD qufl 1 J R fW xf6u7oj nl OheH %2bR KJ kizESW xAzegKuY8GeGQ%3d%3d 216 10127/2016 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.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.E 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 lI 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Design Pressure: +39.20/- 43.70 FL9174 R11 1I WDJambSuoDlementP16 s.pdf 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.Ddf I FL9174 R11 AE Eval Rept 9100 rl s.Ddf j FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes I 9174.7 5120 / 9100 # 0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 0232 318999 P5.odf FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoDlementP16 s.odf Design Pressure: +12.40/- 13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 I 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 653.Ddf 1door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes I! 9174.8 5120 / 9100 # 0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. i Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0233 319000 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSupDlementPl6 s.pdf 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 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 19174.9 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 II 0236 319024 P6.odf 1 Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R11 II 319040 P1 Post.pdf FL9174 R11 II Track Suoolement Chart P10 Ddf Design Pressure: +30.00/- 33.50 FL9174 R11 II WDJambSupplementPl6 s.pdf E 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.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf I FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes I i 9174.105120 / 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 II 0237 319025 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.1)df Design Pressure: +39.20/- 43.70 FL9174 R11 II WDJambSupplementPl6 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 653.1)df FL9174 R11 AE Eval kept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf', Created by Independent Third Party: Yes https://www.tloridabuiIding.org/ pr/pr_app_dtl.aspx?param=wGEVXQwtDquf 1JRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3/6 i[i7f IP ij[: Florida Building Code Online 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 1 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 R11 II 0600 319026 P4.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSupplementP16 s.ndf 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 Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 20145.pdf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 1 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.pdf FL9174 R11 II Track Supplement Chart P10.1)df 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 653.Ddf FL9174 R11 AE Eval Rept 9100 ri s.pdf F19174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use 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 R11 II 0602 319028 P5.pdf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSupplementP16 s.Ddf 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 Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use 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 P5.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJiambSupolementPY6 s.pdf VerifiedBy: John E. Scates P.E. FLORIDA PE 51737 Created' by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174. 15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing I i #0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 II 0604 319030 P5.pdf FL9174 R11 II 319040 P1 Post.pdf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 Ril II WDJambSupolementP16 s.pdf 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 Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174. 16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.pdf https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnloheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 10/27/2016 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 ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 1 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.18 15120/5140/6100/9100/9400/9600 i #0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.19 j5140/6100/9400/9600 #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. Installation Instructions FL9174 R11 II 0606 319032 P6.pdf FL9174 R11 II 319040 P1 Post.pdf FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSupplementP16 s-od 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 Rept 9100 rl s odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R11 II 0609 319035 P5.Ddf FL9174 R11 II 319040 P1 Post.odf FL9174 R11 II Track Supplement Chart P10.0f FL9174 R11 II WDJam1bSuDolementP16 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.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 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 R11 II 0608 319034 P4.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuoolementP16 s Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 I available ind top ' 9" or Max he ate section. Maxsection height 21". Glazing 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 R11 II 0607 319033 P5.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJam1bSupolementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes iB,,, a9 Hext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: https Wwrvvw.fl oridabui I di ng.org/pr/pr—app—cftl.as px?param=wGEVXQwtDqufl 1 J RfW xf6u7oj nlOheH %p2bR KJ kiz ESW xAzegKuY8GeGQ%3d%3d 5/6 10/27/2016 Florida Building Code Online MI WN atreck - Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquFlIJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 6/6 A Division of Overhead Door Corporation 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 "oTE 3 100 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 9 7 6 780 9 7 6 800 9 7 6 0. CENs jF TFs / No. 51737 loo 0 STATE OF ;' 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. 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 = 30psf DOOR WIDTH = 16ft 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. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/211, AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 618.2.1. 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)"ore 3 100 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 X111111 I1///z / No. 51737 0 STATE OF ; 41 zz 4OR%O. , SSiONAL ?0 `\ III1111 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 = 16ft LOAD PER JAMB = 30psf x 16f /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 56308/1`2203 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 NOTES 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 1 16 760 11 13 16 780 10 13 16 800 10 13 15 No.51737 f f y f t ' 0 STATE OF ll, 1. BASED ON 3/8"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 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. 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 51737 TX PE S6308/172203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT Nore 4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE"oTE i 2000 PSI GROUT FILLED CMU"oTE 2 100 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 N` p?? S. r s,' i No.51737 0 STATE OF ; ki zz ij FsS ONA; 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. 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/ft 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. Date: 2015.02.20 09:58:01-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT "oTE4 2500 PSI CONCRETE NITI I 4000 PSI CONCRETE "oTE' 2000 PSI GROUT FILLED CMUNIT12 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 1 19 8 760 18 18 8 780 18 18 8 800 17 17 8 0%%1111111///, i No. 51737 0 STATE OF 4 i oc 3` AF NNE 11111 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/ft 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. Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 9td OZ9bZ A38 'ON iHVd DNIMV80 03 la0 LO bZ S I 3WVN 31V0 1N3W3 ddnS N01iO3NN00 8Wt1f Z 30 l 133HS sel OCbZ d0 A110VdV0 OV01 NOIS30 WnWIxVW i a Tonal laodd M lvljo 838W3W laOddnS NIVW 3H1 O1NI „ZC/6-1 d0 NoiVa13N3d WnWINIW V 3AVH IIVHS SM3a0S 0Vl S83HSVM '0'0 ,b/I-I H1VA SM360S OV1 'VIO „B/C (b) b b a38Yinl 13NOV80 3NId N83H1nos N007 a30V3H I) 0 9xZ WOWINIW S81 OObZ d0 kll0VdV3 OVOI NoIS30 WnIVIxVW 6N mo 03111U 1 a0 iSd OOOZ W WINIW T7wi-0 b 30 30NV1510 3003 WnWINIW V ONV „b/C-Z 30 H1d30 1N3W039W3 WnWINIW V 0NV 83HSVM „b/l-1 V H11M HOHONV M383S OH N3111 NOSdWIS „9/C (b) b a3ewnl 13540V68 3NId N83H1nOS N001 830V3H 1 0 9xZ WnWINIW H101M a000 SBI 92OZ 30 )U OVdVO OV01 NOIS30 NlnWIxVN! 7i-GN l a N o l d 009Z W WINIW 3livii(I V/ C-Z 30 30NVISIG 3003 WnWININ V ONV „b/C-Z d0 H1d30 1N3w038W3 nnWIMW V 0NV 83HSVM „b/I l V H11M 80HONV M380S OH N3111 NOSdWIS „8/C (Z) b .. b 838YVnl 13NOV88 3NId N83H1nOS 4OS-) 830V3H IJ CN 9xZ WnWINIW ONIOVdS Wn WIXVW sY/ 31 SAS T DN1080JN136 1SOd i83A 803 C3aIn03a — C ONV 'Z 't S11V130 33S SVV130 No11Jna1SNoC) OVo IONW, 10 N011V0131N3A 803 AINO 030V08d 3V3S S,833NION3 IVN015S3JOH8 COZZ3/ 90CM 3d %1 L£L(S 3d IA LOOSL xl 'N01110H6V3 80 31VoNIV1 Izt£ 3d ' S31VOS '3 NHOf 00, 90- £S:8S:60 OZ'ZO'S LOZ :ale4 3' d 'sale3S •3 ugor Aq paubis Allel!6!Q ok IIIIIll// X\ IVNOI&s pibOjy. y0 i 4031d1S is ' C `N 0666- bLb (OSB) bISZC VOIa013 'VIOOVSN3d 3AI60 NOSIOOV 96CC Uollea Au6eM SNOISA38 9ld 1 OZ9tiZ2 1N3vu ddnS N01103NN00 9VW A38 I ON idVd ONIMV210 031103110 Z d0 Z 133HS 3WVN I 31VO NDval 1nN X3H OZ-i/l ONv 1108 N'JVaI 91/6xOZ-4/l 13NDvaB BWVf NOLLVD01 13NOV88 BWvf HDV3 a0i („4/t 3:) On15 JO a31N3D NI 038V13 „Z£/6-t H11M M380S OVl „91/9 801a31N1 NOVS OIOH a01a31X3 3an1Dna1S 3H1 803 080038 30 lb'NOISS3j08d 3H1 j0 W-1181SNUS38 POS 3H1 38 IIVHS 38nLDna1S ON1lHoddnS j0 NOIS30 38nLDna1S 3H1 JO OVOI NOIS30 3H1 0330X3 AVW OVOI a3N31SVJ 3l8VM011V XVW 1= On1S IIVM a31138 a0 (Zi'0-D) JdS X Z NIW NDval inN X3H OZ-0/l ONV 1108 Nova 9l/6XOZ-ti/L 13NOV89 BWvf NOLLV30113NDV88 BWVf N33M138 „9 NIW '038M13 NIW „i/£-Z OH N31LL NOSdWIS ,9/£ 3anlDn8lS 3H1 Wj OaOD3a j0 IVNOISS3j08d 3HL 30 03 NIW30Z 30 A1f1181SNOdS3a 310S 3H1 38 71VHS 3anl0na1S ONILa0ddn5 30 N01S30 '38n10na1S 3H1 JO OVOI NOIS36 3H1 0330X3 AVW OVOI 83N31SVA 318VMOTV XVW MM 31380NOO tSd OOSZ NIW Sl'V13O NOUX181SNOO OVOlONM JO MOLLVOIJIU3A NOJ 11N0 030N08d 1V3S S,N33NION3 lVN01SS3308d C0ZZJ/9K% 3d X1 LCLIS 3d 1J LOOSG X1 'N011lON6VO T1 31VD81VJ ILK 3d 'S31VOS '3 NHOf 00,90- 9Z:6S:60 0Z'Z0'S l0Z ;ale4 3'd'saleDS -3 ugor Aq pau6is Alleli6io 1V WO tiojy•. .'o ice, dam fi 40 UVIS a L£Ll5.ON % 0696-bLb (092) b ISZC VOINOId 'VIOOVSN3d 3AI80 NDSIOOV 96CC SNOISIA38 The Genuine. The Original. Overhead Door Corporation 2501 S. Slate Hwy 121, Suite 200 Lewisville, TX 75067 Phone 4695497100 Fax 4695497281 wsysv. ,,erheaddoor.com 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 P.••',,cerdsF Ko,% N1o. a i STATE OF•,..•. TaNA4 • Horton ranco Overhead Door Corporation ASubsidiaryofSanwa.HoldingsCorporadon 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. FL09174-R7 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 w,ww.dasma.com. rli-cocP to/u, Drawings TABLE 1. FL 09174-R7 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 119011 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 3 rto,/ FL 09174-117 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 PS 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 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 Wo / l FL 09174-R7 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 %" 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. 5 "(t® / tk 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. Y Florida PE # 51737 (/ M 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 32S14 Re: Statement of Affirmation to FBC 5`h Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-R9 conform to the requirements of the 5`h 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 # S1737 eN0, 4 No. 51737 0 STATE OF •sty ipO. t RL ORt P ON SS/ ONA4 j,//111111111 ROTES: 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER MATH A MINIMUM OF (6) /8x1' SCREWS INSTALLED IN 13 CA HORIZ ANGLE TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 GA FLAG ANGLE OF 13.75' AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR VAND-BORNE DEBRIS REGIONS, i6 GA MIN HORIZ TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16x1-5/8" 090" MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWS A 1/8' BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE MIN 3 ASOUTERFRAMEANDSCREWEDTOGETHERWITHAMINIMUMOF SHOWN) 10) /Bx1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING, TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REOUIREMENTS FOR WIND-BORNE 5/160-5/8" LAG DEBRIS REGIONS. GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF DRILUNG CRIMPTITE SCREW TO 1/4-200/16" TRACK ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JS JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN 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 15.21' AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA STIFFENED ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G ACJAMBBRACKETS SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHELD FOR OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. QUANITYLOCATION, INSTALL ER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF AND TYPE DRILUNG CRIMPTITE 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. KEY LOCK OR SUDE LOCK- 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/ 16' TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED, CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE: (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 ODOR SHOWN. SEE SHEET GA MINIMUM FACER STEEL ANO A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1" DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. B. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) /8x1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2ZO3 PROFESSIONAL ENCINEER'S SEAL PROV DED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. IN— LI CIJ —I mV Ind I_— I'll V1 EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE DOOR HEIGHTN0. OF SECTIONSAM NBRACKETSEACH JAMB) TRACK TYPE LOCATION OF GENIE AM BRACKETS MEASURED FRDM BOTTOM OF TRACK (ALL DIMENSIONS t 2") 7'- 0' 4 6 01 JB), 13 (01), 25-1/2" (JB), 34' JB), 45-1 4" (01), 63" (JB) 7'- 0" 4 6 FAT A), 10 (JB), 21-3 4 (JB), 29-3/4" (JB), 42' (JB), 63-1/4' (JB) 8'- 0' 5 8 01 JB , 13" (01), 23' (JB), 34" (JB), 47-/ 4" (01). 58" (JB), 67' (01). 75" (JB) 8'- 0" 5 8 FAT JB), TO- (JB). 21-3 4' (JB), 29-3 4' (JB), 48' (JB), 57-1 4' (JB), 66' (JB). 75-1 2" JB IGH LIFT/ROOF PITCH SEE NOTE BELOW NOTE JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED Y0 ATTACH TO TRACK. ALL DOORS WITH HIGH UFT, ROOF PITCH, AND/OR GREATER THAN B' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX HEIGHT UNIFORM LOAD EACH JAMB (PLF) 4DOOR16'- 0" ALL 207.2/-230.4 14'- 0" ALL 181.3/-201.6 12'- 0" ALL 155.4/-172.8 10'- 0" ALL 129.5/-144.0 Wayne® Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 STATIC PRESSURE RATINGS APPROVED SIZES DESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16'-0" TEST ( PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" IMPACT/ CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21 MODELS 5120/6100/9100 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION, CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS.'.. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100, MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT, CRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 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'-9", ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/22/08 P9 UPDATED TITLE BLOCK GIRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 N. T.S. SIZE: A DATE NAME 3/ 8/O6 GIRT EDI 4/6/06 1 MRB SHEET 1 OF 2 DRAWING PART NO. I REV. 318950 1 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA 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 END CAP AT ' WITH (2) 1/4-14x5/8" EACH END WITH (2) 1/4-14x7/8" / CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCR WS I FOR STANDARD TRACK AND (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). DETAIL A LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS. USE VIEWING HOLE IN SLIDE TO ENSURE PROPER ALIGNMENT OF ROLLERS - 15 GA HINGE ATTACHED WITH (4) 1/4-14x5/8" CRIMPTITE SCREWS (2 OF WHICH ARE FACTORY ATTACHED) 2" NYLON STORMGARD`J ROLLER WITH °• 4-1/2" STEM DETAIL B PLACE U-BAR OVER INTEGRAL RIB MATH THE (8) PRE -PUNCHED HOLES EACH END FACING UPWARD AND ATTACH THRU END CAP AT EACH END WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS EXCEPTION: U-BAR PLACED OVER TOP RIB ON THE BOTTOM SECTION SHALL ONLY BE ATTACHED THRU ENO CAP AT EACH END WITH (1) 1/4-14x7/B" SELF DRILLING CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE: DUE TO CLEARANCES REQUIRED TO INSTALL SCREWS AT THE ENDS OF THE U-BARS, ALL U-BARS SHALL BE INSTALLED ON SECTIONS PRIOR TO INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH 6) 1/4-20x5/8 v INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF f WITH %1/4-'20x5/B" CRIMP SCREWS THRU 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 IS FIELD INSTALLED HINGE LEAF AND 1 THRUTHRUPRE -PUNCHED HOLE WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/4-14x5/8' PLACE U-BAR OVER INTEGRAL RIB WITH CRIMP11TE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8" SELF BOTTOM BRACKET MUST BE DRAWNG 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) 1/4-14x7/8" SELF DETAIL D HINGE LOCATION. USE (1) 1/4-2Ox5/8" DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. I/8x3/4" MIN STAINLESS SCREWS WITH STAINLESS i BACKED RUBBER WASHERS 3-1/2" O.C. MAX 1/8" BEAD GEULTRAGLAZE SSG4000AC ISTRUCTURAL SEALANT OR 1 FACER JOHN E. SCATES, PE NON-STRUCTURAL 3121 FAIR ATE OR. DECORATIVE INNER CARROLLTON. Tx 75007 WINDOW TRIM - FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAO CONSTRUCTION DETAILS. DETAIL USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) DETAIL G 1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J-STRUT & OPERATOR BRACKET. NOM J-STRUT & SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) ( 1/4-14x7/8" SELF DRIIUNG CRIMP71TE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3", 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - 4) SECTION DOORS WITH (5) 3", 18 GA, BO KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ---_ DETAIL F U-BAR ATTACHMENTATTACHMENT NOBS 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL 8 AND D THIS SHEET), (2) 1/4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0", THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0", THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON SOT -TOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. NON-STRUCTURAL DECORATIVE OUTER WINDOW TRIM 2. MATH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 1/4" POLYCARSONATE SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE 1 ATTACHED TO THE DOOR WITH 1/4-14x5/8" CRIMPTITE SCREWS. L11 3. 18 GA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8" FROM EACH END. Wayne® Dalton A DIVISION OF OVERHEAD DOOR COP 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS 4 CHANGES TO GENERAL ORMAT AND CHANGED J-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. HANGED CENTER HINGE HUGE AND ADDED OUVER OPTION. CHANGED STRUT DENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/06 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION, ADDED LHR TRACK DETAIL SHEET 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'-9", ADDEO HIGH LIFT AND ROOF PITCH TRACK NOTE, CRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION li GRT 3/15/11 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" 1 DATE NAME TEST (PSF): +38.85/-43.20 MAX HEIGHT: 81-9" DRAWN 1 3/8/06 GRT IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 2 OF 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318950 P10 14" MAX 12' MAX 12" MAX i 12" \ / MAX 12" MAX MLLLLLLAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES, PE 3121 FAIR ATE OR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. PLATE LOCATION HEDULE E CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE — RSW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 2 2 INCH RACK -CLIPS -TEXAS ALL ANGLE 12 FOOT PDATED PJ 6/11/03 3 UPDATED FORMAT. 4CREASED ALLOWABLE RESSURES TO 46.00/-52.00 PSF FOR LL DOOR WIDTHS. HANGED "TEXAS WALL NGLE' TO "CONTINUOUS ALL ANGLE". ADDED UBSTRATE MOUNTING ETAIL, CHANGED TO ITEN HD ANCHORS RT 4/2/07 4 CHANGED FORMAT. CODED MODELS 9800 ND 8024 WITH OVERLAY 0 TRACK CLIP CHEDULE. RT 8/21/07 5 UPDATED MODELS ISTED IN CHARTS, PDATED SPLICE & CLIP CHEDULES, LP 9/06/07 6 UPDATE MOUNTING ETAIL DRAWINGS. RT 10/05/07 7 UPDATED CHARTS TO LIMINATE THE USE OF HE #8 CLIP (REPLACED ATH 09 ACROSS THE CARD). LP 10/24/07 8 UPDATED STEEL ICOUNTING DETAIL IRB 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 Wayne® DATE NAME DRAWN 8/21/07 GIRTSaltonCHECKED8/21/07 MRB SHEET j OF 2 3395 ADDISON DRIVE FLRIDAPEN( 50) A474o98903251a DRAWING PART NO. 307494 REV. P10TRACKSUPPLEMENTCHART 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 6 NO 2 E60XX MIN. 1 /8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN WALL ANGLE SPF (G=0.42) OR _ _ TRACK CLIP BETTER AT EACH 1 /4-20x9/16" 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 a . a o a o d.. 4 CONCRETE MOUNTING DETAIL JONN E. 5CATES, PE 3121 FAIRCATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS, WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DOOR CLIP S FROM BOTTOM TO TOP PLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10'- O" 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 14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOORHEIGH CLIP S FROM BOTTOM TO TOP SPLICEPL PLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-O" 5, 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 DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICPLATE # 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 DOOFR CLIP S FROM BOTTOM TO TOP SLATEE # 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 10'- 0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 REVISIONS P2 2 INCH TRACK - CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46. 00/-52,00 PSF FOR ALL DOOR WIDTHS. CHANGED " TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE p8 CLIP (REPLACED WITH y9 ACROSS THE BOARD), DLP 10/24/07 PB UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1- 3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/019 P1O ADDED MODEL 8700, UPDATED TITLE BLOCK CRT 6/2/10 Wayne® GATE NAME Dalton DRAWN 1 8/21/07 GIRT CHECKED 8/21/07 MRB SHEET 2 OF 2 3395 ADDISON DRIVE PEN 850) A474 09890 32514 DRAWING PART NO. 307494 REV. P 1 o TRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 2 b_ d y sue, i w Y'4 s r rOR Deepi,ftu ,Frill BCis Home' og In i User Registration Hot TopicS j Submit Surcharge Slats & Facts Publications I FBC Staff ; KIS Site Map Links Search i Busines C Product ApprovalaUSE: nal Puhlic User Regulation ProoucrApproval Menu >.Product or Application Search > Application List > Application Detail i " FL # FL19715 Application Type New Code Version 2014 Application Status. Applied For Comments Archived G Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, N] 08902 600) 234-4228 Ext 4644 onberrian@slbp.com Authorized Signature ]on Berrian onberrian@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/hS.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option A 02/16/2016 FL # I Model, Number or Name I Description http://w,A,v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvAq/o2bxmzkl ... 2/ 19/2016 Florida Building Code Online Page 2 of 2 19715.1 I Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC 2-4-16 CCL-_ist.pdf 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 FL19715 RO II 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 Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.pdf Created by Independent Third Party`. Yes Back Next Contact Us :: 1949 North MQrLe Street, Tallahassee Fl- 32399 Phane: 830-487-1824 The State of Florida is an AA/EEO employer. Coavrioht 2007-2013 State of Flor.da :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are publicrecords. If you do not want your e-mail address released in response to a public -records request, do not send electronics mall to this entity. Instead, contact the officeby phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section455.275( l), Florida. Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Derartment with an email address it they have one. The emails provided may be used for official communication with the licensee: However email addresses arepublic record. If you do not wish to supply a personal address, please provide the Department with an email addresswhich can bemadeavailable to the public. To determine if you are a licensee under Chapter 455, F.S., please dick her . Product Approval Accepts: RM ® r„ AeTt M. http: // www. floridabuilding. org/pr/ pr_app_dtl. aspx?param--wGEV XQ wtDgtvA%2bxmzlc 1... 2/ 19/2016 INSTALLATION NOTES, 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION- ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION CFTHE PYIAXIMUM SIZE LISTED. 3. INSTALLINDIVIDUAL INSTALLATION. ANCHORS WITHIN A TOLERANCE OF#1/2 INCH THE DEPICTED LOCATION & SPACING IN: THE ANCHOR LAYOUT DETAILS I.E., WITH OUTCONSIDE'RATION OF TOLCRANCLS), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTAL. ATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM WHERE SPACE OF I/161NCHORGREATEROCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTICOR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR: 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OFSUFFICIENT LENGTH TO ACHIEVE T1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL. MAINTAIN MIN. 3/8"'EDGE DISTANCE, 6. FINTNSTAL ATION: FOR INSTALLATION INTO METAL STUD USE#8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 FHREAOS PENETRATION I BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN PAIN. 3/8".EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD: SUBSTRATE, B. THROUGH FRAME INSTALLATION:: FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16INCH DIAMETER ITW TAPCONS Or SUFFICIENT LENGTH 10 ACHIEVE 1.1/41NCH 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 PENErRAIION BEYOND METAL WALL To' MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL. FINISHES, INCLUDING BIT 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. 17. FOR HOLLOW BLOCK ANDGROUTBLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MAN UFAC.TURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WIIH THE FOLLOWING PROPERTIES: A. WOOD- MIN IMUM SPECIFIC GRAVITY OF D.55. B. CONCRETE -MINIM U M.COMP RESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRFSSIVF STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROU r:COMPRESSIVE 51 RENGTH OF 2000 PSI. D. HOLLOW BLOCK CM U - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL -MINIMUM YIELD STRENGTH OF.33151. MINIMUM WALL I HICKNE55 OE 47:&MIL (0.0478"' or 18 GAUGE). M(N. 1/2" EDGE 0ISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OE 1/ 16". MIN. 1/2" EDGE DISTANCE. GENERAL NOTES_ 1, THE PRODUCT SHOWN HEREIN 15'DE.SIGNEDAND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA. BUILDINGfODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE. FOLLOWING: AAMA/ WDMA/CSA 101/I.S.2/A440-08/11 2. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/ MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFRECORD FORTHE PROJECT OF INS T ALLATION. 3. IX AND V BUCKS ( WHEN USED). SHALL' BE. DESIGNED AND ANCHORED AS SPECIFIED EREIN, REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS: FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON HVHZ AREAS. IN HVHZAREAS, ONE TIME PRODUCT APPROVAL TO BE ORTAINFD FROM'MIAMI-DADE RER:OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOOD COMPONENTS SHALL HAVE. BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. GLA55 MEETS THE REQUIREMENTS OF ASTM E J.3DD GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET I REVISION SHEET DESCRIPTION INSTALLATION &:GENERAL NOTES 2 ELEVATION 3, ANCHOR LAYOUTS 4 VERTICAL & HORIZONTAL SECTIONS.(NATI. FIN) VERTICAL d HORIZONTAL. SECTIONS (THROUGH FRAME): 6 HORIZONTAL SECTIONS, BUCK INSTALLATION,& GLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT` 36" 84" O/X- 35 / -35 P5F NON IMPACT 38" 66" O/X 50 / -50 PSF NO N IMPACT38" 74" O/X' 50 / -50 PSF NON IMPACT 38" 77" O/X- 35/-35 P5F NON IMPACT 44" 62, O/X: 50 / -50 PSF NON'IMPACT 72'. O/ X 35/-35PSF NON IMPACT 84` O/X 20/-20 PSF' NON:IMPACT 72" O/X 23 1-25 PSF NON IMPACT r 83.75" O/X (ORIEL) 35 / -35 PSF NON LMPACT 96, O/X ( ORIEL). 20 /:-20 PSF NON EMPACT 62" O/X- C/X 35 / -35 PSF NON IMPACT 72' 14" O/ X-0iX 35./ -35 PSF NON IMPACT 76" 62." O/ X-O/X 50 -50 PSF NON IMPACT 76" 72' O/ X O/X 50 /-50 PSF NON IMPACT 76" 1. O/ X-O/X 25/-25 PSF NON IMPACT 80" 74' O/ X C/X 35/-35.PSF NON IMPACT 16" 74' O/ X-O/X 30 / 30 P5F NON IMPACT 108"' 62" O/ X-O/X-O/X 50`/ -50 PSF NON IMPACT 108" 72' O/ X-0/X-0/X 50 / -50 P5F NON IMPACT 108" 84' 0/ X-O/X-0/X 25 / -25 PSF NON IMPACT SilverLine hrAndersen WIx DO1YS D00 R4 GME SRVE0.I. SVE NORTH81UN5WSCK, W CK: NS48902H:(752).5-1000 V m H n V ~ go vlLL' a G ZInULL pi J 0 2 m f- O jrT m Inm J v V Z N Digitally signed by HermesF Norero, P.E. 5 w V oO Reason: I am approving this document FL#: FL19715 SHEET: Date- -20;6.02.0309: 40:44-OS'00' 1 of 6 MAX. FRAME _ MAX. FRAME Silver Line WIDTH 48" WIDTH48" ^ wAndersen w iw oawr. noorts ME SILVEkLINE MWE- NO0.iH B0.UNSWICK, wl08902 PHi (TSij 33.M00. 5 5 5 5 u M 0. C C "0. o-Z rn3 o MAX. FRAME MAX. FRAME _ ?. HEIGHT 96" HEIGHT 96" ZQUALIFIEDCONFIGURATIONSWo ARCH TOP CONFIGURATIONS FOR -ALL 2901.4901 Lu N mm w a RATINGS, SINGLE UNIT CONFIGURATIONS-Lu F a W Q A p A D a m ELEVATION ELEVATION SINGLE HUNG WINDOW Z SINGLE FILING ORIEL WINDOW O H H MAX. FRAME _MAX: FRAME u WIDTH 96" WIDTH 108" Li.l LU B E g E iY 4 5 QUALIFIED CONFIGURATIONS 4 5 ARCH TOP CONFIGURATIONS FOR ALL2902-4902 -` RATINGS, TWIN UNIT CONFIGURATIONS F F O g F F Z . 0" 7 MAX. FRAME -...--------- - - ..----. ._... HEIGHT 74" X. X. MAX. FRAME X. X. .X HEIGHT 84" o n Z2 cQj U u) ELEVATION 4 5 ELEVATION DWG#: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW G W p 00 2 SHEET: 2 OF 6 2" MAX 11" MAX, FROM I O.C. CORNERS IS" MAX, O.L. 2" MAX. FROM CORNERS]— T_ NOTC: W, 62" UNITS AT OF 50 PSP SFI ALLDEANCHO LE MAX6'O.L. AT HEAD..IAAIA, AND WLL ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 2" MAX. FROM _ 4 1/2" MAX, CORNERS —`I O.C. 41/2" A O.0 AXJ 2" MAX.. I I 41I2" MAX. FROM I-'— O.L. CORNERS ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 6" MAX. }-- FROM " I...................... 20` MAX. CORNERS O.C. 6" MAX. FROM --- { CORNERS. I 1 20" MAX. O.C. L 6" MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 6" MAX. FROM J CORNERS 1" MAX. FROM CORNERS J_ 6" MAX. o:C. 1" MAX: i- FROM JJJ CORNERS 6" MAX. O.L. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6" MAX. FROM 12" MAX. 12.3/4" MAX. CORNERS O.C. 161, 2" MAX.. I I 41I2" MAX. FROM I-'— O.L. CORNERS ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 6" MAX. }-- FROM " I...................... 20` MAX. CORNERS O.C. 6" MAX. FROM --- { CORNERS. I 1 20" MAX. O.C. L 6" MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 6" MAX. FROM J CORNERS 1" MAX. FROM CORNERS J_ 6" MAX. o:C. 1" MAX: i- FROM JJJ CORNERS 6" MAX. O.L. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6" MAX. FROM 12" MAX. 12.3/4" MAX. CORNERS O.C. 161, Y' MAX ANCHOR STRAP 6" MAX. P/N 50-2995-2 FROM J SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW SilverLine- byAndersen wi"sowsKIN ONE 5T1'IEPLZIJE 0F2VE NORTH .9RUV5 WTCK, NJ W902 PH: (1'iZ)A35-1000 U m 0 g z Z a= V J IpC = H]O< Zm¢ w m.02 ii c w nLu Pn a QT] m u Ae w '"• N m N m vl u ZANCHORSTRAP P/N 50-2995-2 o U R SEE SHEcT 5 FOR DETAILS DWG #: ANCHOR LAYOUT swboo THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET FOR CONNECTION DETAILS B WOOD SCREW. T INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS 1 1/2" MIN. EMBEDMENT a. 3/8" MIN. EDGE DIST. PERIMETER_ / SEALANT / UNIT BY OTHERS / HEIGHT EXTERIOR \ _ / INTERIOR SEE GLAZING DETAIL, SHEET 6 fig\ VERTICAL SECTION U HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL. SHEET 6 I EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER 5EALANT BY OTHERS EXTERIOR FINISH. BY OTHERS 48 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY.& 2X WOOD BUCK BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE 3/8" MIN. J EDGE DIST. p° CONCRETE/ MASONRY BY OTHERS 1 1/2" MIN. EMBEDMENT VERTICAL SECTION 4 SILL-2X WOOD BUCK NAIL FIN 1/4" MAX. SHIM SPACE SASH REINFORCING SEE SHEET FOR REQUIREMENTS MIN 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE 8 &R. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL. STUD BY OTHERS, SEE SHEET I :INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR O.A. UNIT WIDTH MIN. 3/8" EDGE DISTANCE HORIZONTAL SECTION JAMB -METAL STUD NAIL FIN SilverLin(j b Andersen WIS - W IM OOWS•OOOa-6 ONE nTb RUNE MWE NORTH 9RVN5l=. NJ CaW2 PH: p021415,1000 V m 0 3 < Z V o tiZ p av;m P liz o v LL n z P 0 c H d V Z Lou W tti m O '.a ° c r a Lu mna LL) n a V) Z O ZO U Lu V) Iy wLU T Ln co n o, S _ V) O p V, DWG #: SWD002 SHEET: 4 OF G O.A. UNIT HEIGHT 4 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. CONCRETE/ MASONRY EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE.. SHEET 6 FOR 1/4" MAX. BY OTHERS ° CONNECTION DETAILS SHIM SPACE CAULK BETWEEN CONCRETE/MASONRY SASH REINFORCING. 4""' BY OTHERS SEE SHEET 6 FOR REQUIREMENTS: SEE GLAZING 11/2" MIN. DETAIL SHEET "6 EXTERIOR. FINISH EMBEDMENT FFBYOTHERSINTERIOR PERIMETER SEALANT) f 1/4 MAX' BY OTHERS SHIM SPACE EXTERIOR i INTERIOR J SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION HEAD -2X WOOD BUCK v THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP', AT TWIN & TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR -STRAP UNIT 1/ P/N 50.2995-2)' DETAIL AT HEIGHT y RIGHT FOR INSTALL, REQ. 1/4" MAX. BY PERIMETER SEALANT OTHERS -. r SHIM SPACE I EXTERIOR FINISH LIBYOTHERS4 1 1!4" MIN. d a EMBEDMENT PRECAST SILL—g BY e a OTHERS a 3/16" ITW TAPCON 4. 4 •' b ° INSTALLATION ANCHOR 4. - 1 3/4" MIN 4 " EDGE DISTANCE p VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME MIN, 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2" EDGE DISTANCE 10 6R. 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 S. JAMB -METAL .TUBE/STUD OR APPROVED MULLION THROUGH FRAME. 5) #14 PANCAKE HEAD 5CREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE #14DIA. 4.0000 2.0000-1-2.0000 4.0000— 0.0620 - 0.500E(2) 1 0.7500(2) 3.0000(2) h norm. \\— INSTALLATION ANCHORS 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 1-0 CONCRETE/MASONRY; USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDM,ENT,.MIN. 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR. 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. 1" EDGE DISTANCE. SilverLine by' Andersen r1l. ONE 5ILVLMUNE DRLVE NORTH pmswxC . NJ 09902 YHA. (' S2J e]S!000 3 a n o N, jZZ O m bO ' ra irl s CC z w w Kr l Z m V) lL LU nZ F Lu 0' Q a V Z H z V H N U W vl cyto 0t* ICJ y: • ']- Z n o 3 -' tr z N a DWG-#: SWD002 SHEET: 5 OF 0 INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS: G VERTICAL SECTION rFj- HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION T- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DE5I( N PRESSURE •/- 35 PSF 36 X 84, (0/X), DE5I6N PRESSURE +/- 35 PSF 38 X 74, MIX), DESIGN PRESSURE */- 50 PSF 38 X 77, (0/X), DESIGN PRESSURE +/- 35 PSF 72 X 84, (0/X-O/X), DESIGN PRESSURE +/- 35 PSF 76 X 72, (6/X-0/X), DESIGN PRESSURE +/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 P5F 108 X 72, (O/X-O/X-0/X), DESIGN PRESSURE +/-50 PSF c- STEEL INTERMEDIATE FRA"ME'LARGE'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING 5IZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE+/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING. IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE '+/-35 PSF NOTE: ALL 6-AZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASSLOADRESISTANCE. 5/ 8" O.A. I.G. GLASS y \ EXTERIOR / INTERIOR f O MIN.GLA55 1 D BITE 1/2" 1/ 8"SETTING BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER To CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX: O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK .MAY BE FLUSH WITH FACE OF THE BLOCK. 1/ 4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX..O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME'. BY OTHERS MZN. EMBEDMENT. 11/2" MIN. EDGE 4 DISTANCE 2" MIN. EDGE I DISTANCECONCRETE/ MASONRY BY OTHERS'- BUCK INSTALLATION DETAIL SilverLine byAndersen 901- 1 - W Iq.DOW6.ODO45 ONE S WRLTNE 04M NORTH 4,NSWLGX, N] 05902- PH: ( 752)435-SOLO O m m N F o 7 5 1 u- tow?. ¢ u Z 7z m e w Z mHL Lu maZ m FW¢ nOZdw a o Lu msz 0 0 v Z a V) DWG ##: SWD002 SHEET: 6 OF i WINDOW & DOOR MMUFACTUMRS ASSOCIATION Hallmark® Certificate of U CMS, INCa,. 'Adminiisuativc ManWment Conformance and License CCL Systems, _ DMA 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-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 5/26/2025 2286mm x 1219mm (90 x 48)' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psf) 440-H-025.36 2900/49001 70 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm 69241.01-109-47 7/17/2012 3/8/2017 9142127mm (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 12/19/2016 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 4/3/2017 1219xl676 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 9141930 mm (36x76 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-1.886-05 Cycle Pressure = +1-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118xl905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); 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 5/1/2017 965x1676mm' (38x66in')-Type H; Positive Design Pressure DP) = 2400Pa (50psf) Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 7 D WINDOW & DOOR MANUFACTURERS ASSOCIATION WSyseema:lnc. MConformance Hallmark® Certificate of and License (CCL)° k AMS> INC. r Adminis=ivc Man om=t k -:°. 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 # CerfDate 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 1118x1575mm* (44x62in*)- Type H; Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf); 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 =-2400Pa (-50psf) 440-H-025.47 2900impact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219x1829mm (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 7.52psf) 440-H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +501-50 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 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 WINDOW & DOORINLjMANUFACTURERS ASSOCIATION Hallmark® Certificate of ., MS, INC. Adrniaistrativc Managc*=tW--DMA Conformance and License (CCL) systms'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-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.) ' Type-H 440-H-025.59 2901/4901 Impact ASTM E-1996 12/ASTM DP +501-50 psf, Missile D, 1321 mm 1854mm NCTL-110-16675-2 3/5/2014 2120/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM DP+50/-50 psf, Missile D, 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.61 2900-4900 Seri es/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.62 2900-4900 Series/2901-4901 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 psf; Water Test Press 180Pa (3.76psf) 440-H-025.63 2900-4900 Series/2901-4901 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 psf; Water Test Press 260Pa (5.43psf) 440-H-025.64 2900-4900 Series/2901-4901 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 psf; Water Test Press 260Pa (5.43psf) 440-H-025.65 2900-4900 Series/2901-4901 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 psf; Water Test Press 260Pa (5.43psf) 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 psf; Water Test Press 150Pa (3.13psf) 440-H-025.67 2900-4900 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 psf; Water Test Press 360Pa (7.52psf) 440-H-025.68 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 6/1/2015 9/8/2025 965mm x 1880mm '(38 x 74) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 9 WINDOW & QOQR MNtUFACTURERSASS00ATION Hallmark® Certificate of ems, W. Admiarsuatcve, ManagaaxntWDMAConformanceandLicense (CCL) slystmu,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-025.69 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-47-rl 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)* Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-4900/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)* Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 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 5.43psf) 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 7.52psf) 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 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 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 (76x62in) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 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 3/5/2014 1/18/2017 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 psf; Water Test Press 260Pa 5.43psf) WD-20 10114109 Friday, May 13, 2016 Page 10 t p t WINDOW & DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of Conformance and License (CCL) r .f:, A,MS, INC. AdmiaLWative MatiWnzcnt 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-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-10947 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psf; Water Test Press 180Pa (3.76psf) 440-H-027.28 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74) * Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.29 2900-4900 Series/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)* Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.30 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7.52psf) 440-H-027.31 2900-4900/2902-4902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)* Type-H; DP +501-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.32 2900-4900/2902-4902 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 psf; Water Test Press 360Pa (7.52psf) 440-H-027.33 2900-4900/2902-4902 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 psf; Water Test Press 220Pa (4.59psf) 440-H-028.14 2903/4903/ 70 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737x1575mm (108x62inyH 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 (107x84inyH 440-H-028.16 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x1575mm*(107x62 in*-H 440-H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 NL&CJOOR MANUFACTURERS AMS INC. cTt tRsassOc 7 Ory Halimark0 Certificate of L77 isuwWDMAConformanceandLicense (CCL) Ad;;h ewc u 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-028.19 2900-4900 Seri es/2903-4 90 3 101/I.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 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 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-028.21 290014900/70-2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 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 +301-30 psf; Water Test Press 220Pa (4.59psf) 440-H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in)-H 440-H-029.07 4900/2900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5l1/2017 1118x1524mm' (44x60*in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psf) 440-H-029.08 2900-4900/2907-4907 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 psf; Water Test Press 260Pa (5.43psf) 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/-20psf; Water Pen Resist. Test Press = 150Pa 3.13pso 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 $ DOORE1MANUFACTURERSASSOCKTtON Hallmark@ Certificate of AMs, INC. is .:"` Adniinistra[i c, .L7anagcn ent Conformance and License (CCL) Systems, Jac. Silver Line Building Products Mfr 1D: 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-089.00 5500/5510 Side Lite (Specimen 2) 101/I.S.2/A440-11 440-H-089.01 5500/5540Transom (Specimen 1) 101/I.S.2/A440-11 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. Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 26013a 5.43psf) Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) By: 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01-109-47 lr c -t John .UcF°ee, VP of Certification 11 /23/2015 4/27/2025 11 /23/2015 4/27/2025 WDhLi Hallmark By: 1yO J4 Rhonda Scholz, 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 Sackets 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 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 1.9715 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — 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. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/15/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' O 7 T T ir 10 isS10NAL Hermes F. 00rero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/20.15 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 5th 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 5th 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 5ch Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 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: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # 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 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as 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 4/28/2017 Florida Building Code Online BCIS Home ! Log. In User Registration j Hot Topics::: Submit Surcharge ! Stats & Fad b( i Product Approval 1,-4R USER: Public Userr Product Aooravai Menu.> P uct orAppliration Search > Annlication LNt > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments, Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoiisinc,com Gareth Rahman grahman@aluminumcollsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoi isinc,com Panel Walls Soffits FBC Staff BCIS Site. Map J. Links Search 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 P, 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 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC Q4T4 Soffits.pdf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 https:l/www.floridabuilding.orglprtpr_app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%o3d%3d 1/2 4/2812017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised lummary of Products', Method 1 Option D 08/27/2015 08/ 28/2015 09/ 04/2015 10/ 16/2015 04/ 05/2017 FL # Model, Number or Name Description 12194 1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 H ALC15001 Evaluation Report 2014 FBC 04 T4 Approved for use outside HVHZ: Yes Soffits.odf 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 FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 k Soffits.pdf 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 : ; Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Sectlon 455, 275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for .official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the publlc: To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approva I Accepts: l Ed .. Credit• SeCtlxlffif TI2IGs httpsl/ www. floridabuilding.orglprlpr_ app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFZSXMjsX5GEO%2flCXzYpyxA%a3d%3d 2/2 Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 843)249-9743 www.aluminuntcoilsinc.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 (TSTt 577) 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 FB`C 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 3I8" F-Channel Preformed nominal 0.016-inth thick, 31.05. H-14 aluminum F-channel. See Appendix D for dimension drawings. 3I8" 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 fo.r dimension drawings. ALC15601 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. EECa, TECHNICAL SERVICEs, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 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 /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and foe the 'center vent' configuration. See Appendix D for dimension drawings. 16- FULL VEN[ ib• CCNTFR VENT 16' SO110 NANEt 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit tpanels 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. 174 FI III VEN1 17.* cFNfFR .VENT 12„y5(F 1 PhN!"1 ALC15001. FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use; or other product attributes that are not specifically addressed herein. CREEK is 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 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 2015.08 27 No 74021 07:05:00 it STATE OF :'14J R 1 .• Zachary R. Priest, P,E. Florida Registration No. 74021 ir NA t Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (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 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 Lim ITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit— 4-inch o_c_ Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1- l ALC15001 FL1.2194-133 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 hot specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch' Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang, w4h F-Channel Wail Connection Eave Connection System Panel MDP No. Width PSG Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min_ 1 314-inch long.x 12F-1 16-inch Wood min, t:25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- 40:0 24-inch o.c. o ° 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 114-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c: 0.072-inch dia. x min. 1/4-inch 48 spaced 24-Inch 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. S/8-inch long T nail Wood One (1) min 3/4-inch x 1/4-inch One (1) min.1 314-inch long x 0.072-inch dia. xmin. 1/4-inch 48 16-inch spaced 8-inch o.c. crown staple spaced inch head dia. trip nail spaced 48- 64.2 and securing each panel lapp inch o.c. ALC15001 FL12194-R3 Page 2of7 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 psi) Substrate F-Channel Attachment. Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.0727inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel Inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection. Eave Connection System Panel MDR No. Width. psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1.) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch' long T nail Wood 1-inch leg staples spaced max. 0-072-inch diameter finishing nail with min. 3/16- 53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-Inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1..75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- g p p1-inch le staples aced max 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min.3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0:072 inch dia, x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 IhCh O.C. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F 4 Wood crown staples diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch 2spaced.24 inch o.c. o.c crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch 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. t. 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 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. Masonry One (1)14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with rein. 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. 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 16-inch Wood inch leg staples in diamond pattem Wood 1-inch leg staples spaced 4- inch o.c: and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems..for 16-inch overhang with J-C:hannel Wall Connection Eave Connection System Panel MDP No. Width Psfl Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Mom' Three (3) min. 314-inch x 1/4-inch One (1.). min. 1 314-inch 16J-1 16-inch Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4. nail spaced 48-inch o_c: ALCI5001 FL12194-R3 4of7 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 w'- TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga114- One ( 1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch. 0. 072-inch diameter 24F- 1 12- inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. I.75-inch inch o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3116- inch head spaced 4- inch o.c. One ( 1)18 ga.1/4-inch crown x 1-inch leg Nominal. lx2 staples spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1') min. 1.75-inch x Max, inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staples spaced 8- spacedfinishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch 3116- inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 1.2-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 12-inch o.c. securing One (1)18 ga1/4- One (1) min. 1.75-inch x Max One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-312-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. p 1) 7d x 2.25- One (1) min. 1..75-inch inch o. c. 3116-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 31164nch head spaced 4-inch o.c. ALC15001 FL. 12194-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 247inch 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.114-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1)18 ga. 1/4- One: (1) min. 1.757inch x Max inch crown x 1-inch ratter with each panel lap inch crown x 1-inch 0.072-inch diameter 24174 16-inch Wood leg staples in one 1) min_ 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x ring One (1) min. 7.75-inch inch o.c. and securing 3116-inch head spaced spaced 16-inch o.c- shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced flinch 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 12-inch o.c. securing One (1)18 ga. 1/4- One. (1.) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch 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. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank. x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch.o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.1J4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 518- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 i6 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 8.01-60 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-inch head, spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o_c_ nail 24-inch c.c. finishing nail with min. 3/16-inch headspaced 4- inch o.c. ALC15001 FL12194-R3 Page 6 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. FAEETECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved. Systems.for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) 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. 2.25-inch x 7d One (1) 18 ga.1l4-nch Nominal 1x2 ring shank nail crown 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through the rafter into the end staples spaced 12-inch o.c. securing One (1) 18 ga. %- One (1 } min. 1.75-inch 24J-1 Max, rafter with one. x 1-inch leg of the batten or two (2) each panel lap Wood inch crown 1-inch x 0.072=inch diameter finishing nail with min. 6012-inch 1) min. 2.25- inch x 7d ringpattern staples in diamond spaced 16- p P min. 2.25-inch x7d ring shank nails. toe- one 1 min. 1.75-inch leg staples spaced' 8-inch O.C. 3/16-inch head spaced shank. nail inch O.C. nailed on either side of x 0.072-inch diameter finishing nail with min. - 12-inch O.C. 24 inch o.c the batten afterb 3116-inch head spaced intersaectitononn.. Max. 4-inch o.a rafter spacing is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-inch x 7d One (1} 18 ga.174-inchNominal1x2 ring shank Wait crown 1-inch leg No.2 SYP anchored to Three 3 18 ga.1/4-inch crown t- rintd through the rafter into the endsherafter staples acedpp 12-Inch o.c, securingg One 1 1 B a. '/4- O g inch crown 1-inch One (1) min. 1.75-inch 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap leg staples spaced x 0.0.72-inch diameter 16-inch 1 min. 2.25- staples in diamondp min. 2.25-inch x 7d One (1) min. 1.75-inch Wood 8 Inch O.C, and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-inch diameter securing each panel 3/16-inch head spaced16-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.eachebattten@ter 3116-inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. ALC15001 FL12194-R3 7of7 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. 3 ti a" TECHNICAL SERVICES, LLC CREEK 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. S.ystetn No. I Installation Detail 12F-1 & 12 F-3 Min 3/0`lead d.ia.. nail with min. engageman.t(`or wnc4 sLil.stratei c. min. 0.0.9-- din. T-nail crr snub nail wic7i rii.n. .5la" E_agagN.m::r t.{E.-_ cncrer_a 01' hlo"=h EGuStra'—) . '*P[ ,6--' a5 ILGLcd a`..-e Ve. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL W:.i:.d., Concrete or slcck stall z1b STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 1.6 O: C. f FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALGI5001 FL12194-R3 Page i 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. tCREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail nMETWEN `, SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4' i DIAMOND PATTERN t, j I 0 ETAI LCROWNSTAPLES USING A DIAMOND tee'' sTAPLU lPATTERNFACIABOARD , I i FASCIA CAP 12F-2 FAM BOARD3/4- X 1/4" CROWNJTS.5. tWL 8- 1 STAPLE ON CENTER 1-3/4- TRIM NAIL P IN CHANNEL CAN BE PAINTED S.S. 48 FASCIA CAPWITHTHEIN' O.C. NAILING FLANGE UP OR 3/4" X 1/¢" GOWN CROWN STAPLE SOFFIT— ruax.: 12- ncii span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 2of12 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. 12J-1 TECHNICAL, SERVICEs, LLC No. I Installation Detail, OPEN RAFTER 3/4' X 1/4" CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN c rw3vt_ l 1-3/4" TRIM NAZIcc_= ned Co soffit FAINTED S.S. 48` with .onett) 4 -s 112.". :X :3/8." Dead ox diame er Sl rc'W' 16" c.c.. WOOD.OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3STD `I SOFFIT STAPLE j11 DIAMOND PATTERN FACIA BOARD ,3Js SMMM; DETAIL ASCIA CAP 3/4" x 1/4 GROWN FACIA BOARD STAPLE 'B" ON CENTER 1-3/4` TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4 CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 4r quality assurance changes, throughout the duration for which this report is valid. This evaluation 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. 7 {' TRIM NAIL FASCIA BOARD i i PAINTED S.S. i I FASCIA CAP SOFFIT 1"z{` CROWN STAPLE1i- OPEN RAFTER - I i FASCIA BOARD' 16F-1 SOFFIT &FASCIA 16F-S DETAIL FASCIA CAP; REFER i TO SOFFIT S FASCIA DETAIL F" CHAplNEL SOFFIT: MAX. 16" j t SPAN MASONRY SUBSTRATE 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. CREEK TECHNICAL SERVICES, LLG System No. I Installation Detail. han. 3,/E" h-ad :dia. nail .. _r_h min. 1g?' zx3a%mfiat. (`r -w;oc r.'t :J iJR brtat.-s) in. 0,07" •d_a. T-nail or atuW; snail with mi:.n., j.;:,, c ga-3 mant(for c rcrete or bloc`; ar)acsd as nct.a] abnve. FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL i? 1cod; or Block, 'k FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE` SOFFIT & FASCIA DETAIL. ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 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 SOFFIT STAPLEOPENRAFTER 3f4` x 1/4• ',, DIAMOND "PATTERN j DETAILCROWNSTAPLES1 USING A- DIAMOND l ,,.-?/er BETVMJ STAPLES / PATTERN FACIA BOARD `` i FASCIA CAP 16F-4 L3f4• x t f4` CR01NNJTRIMNA.ILFACIA 80ARD1i-3f4' STAPLE W ON CENTER TRIM NA1LI P- F' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE CAP O.C. FASCIA MUNG FLANGE UP ORDOWN, 3f4" X 1/4" CROWN STAPLE SOFFIT —near.. 15-iach span WOOD SOI 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 norimply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES', LLC CREEK ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. 1 ` TRIM NAIL. II ,—FASCIA BOARD PAINTED 5:5, FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER I FASCIA BOARD 1'xt` CROWN STAPLES SOFFIT &FASCIA 16F-Z ti USING A DIAMOND PATTERN; REFER TO SOFFIT STAPLE DETAIL 16F-6 DIAMOND PATTERN DETAIL F° CHANNEL FASCIA CAP; REFER TO SOFFIT b FASCIA DETAIL 8 t. I SOFFIT; MAX. 16` SPAN wA SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 7of12 This evaluation report is provided :for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality, assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail. 16J-1 OPEN RAFTER 3/4' X 1/4' CROWN STAPLE "24' ON CENTER USING A DIAMOND PATTERN CHANN0. 1-3/4' TRIM_ NAJL PAINTED. S.S. 48' O.C. SOFFrr—nax. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN E31W. FACtA HQARD ,I DETAIL t ASCIA CAP FA 3/4"1X 1/4" CROWN FACIA BOARD STAPLE "8- ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFTT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS; INC Soffits Appendix B System No. Installation'Detail. t J' TRIM NAIL i FASCIA BOARD. I PAINTED S.S. 2. I"z CROWN' STAPLES' I' FASCIA CAP USING A DIAMOND SOFFIT 1 PATTERN; REFER TO f 1*ic" CROWN STAPLE, SOFFIT STAPLE DIAMOND PATTERN DETAIL 4 1 {" TRIM NAIL FASCIA BOARD PAINTEDS.S. SOFFIT R FASCIA 24F- 1 8 s DETAIL 24F- 4 CROWN STAPLE i% FASCIA CAP; REFER i TD SOFFIT & FASCIA DETAILNom 1"x2- Batten Anchored to SOFFIT; MAX. 24" F- CRANNEL dhrsl Raftersxitb one 7d e7I Riq Shank Nail at ttt IWOOD SUBSTRATE I t every" Rafter I 7111 SOFFIT STAPLE DIAMOND PATTERN ALClS001 FL.12194-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 1j I TRIM RAIL i FASCIA BOARD PAINTED S.S. I IA- SMOOTH SHARK II I -FASCIA CAP ROOF NAILS SOFFIT. CROWN STAPLE I. I r' TRIM NAIL FASCIA BOARD PAINTED. S.S. SOFFIT 8, FASCIA 2417-2 & 3 DETAIL 24F-5 I"Xj- CROWN STAPLE FASCIA CAP;.REfER- TO SOFFIT E FASCIA DETAIL Nominal 1"z2" SYP F-CHANNEL Batten Anchored to SOFFIT, MAX. 24" Raflers with one Td Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any.product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. F14 CREEK TECHNICAL SEF2VlCES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. 1 }' NAB t fASLIA BOARD PAINTED SS, I FASCIA CAP1CGA }' T-NAILS , i— SOFFkT 1'4` CROWN STAPLE f I y }'•- iR4`1 NAIL - PAINTED S,S. fASClA BOARD I SOFFIT & FASCIA 24F-3 i DETAIL 24F-6 I I CROWN STapLE I fASOA CAP; REFER i FO ETSAIL OFFIT 3 FASCIA FI Namkral 1"x2" SYP Batter Amhored to SOFFIT; MAX. 24" F-CHANNEL Rafters with ore 7d Rig Shank Nail. at every Rafter MASONRY---' I i I ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 5, f.,— FASCIATRIMHAIL BOARD PAINTED S.S. CROWN FASCIA CAP STAPLES US14G A DIAMOND SOFFIT PATTERNREFER TO CANTILEVERED TQ- CROWN STAPLE SRN: STAPLE LEDIAMOND PATTERN RAFTER DETAIL FASCIA 50ARO SOFFIT & FASCIA I ;" TRIM NAIL PAINTED S.S. DETAIL 24J- 1 & 1". q- CROWN STAPLE 24J- 2 I - FASCIA CAP; REFER TO SOFFIT J, FASCIA I Nominal t-X2-SYPbattet;s DETAIL Scathed between raters and iSOFFIT: MAX. 24- J- CHANNEL secureo with one (1) Td ring IshanknailstraightintoItdtherarerintotheandWOOD SUBSTRATE offthe b Ibattenhro{2)le nngsiringsranknailstoe-n:uledon I either side of thz baL'em at the ba; t-IraRer iarsection IffSOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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. L t" CREEK TECHNICAL SERVICES, LL.0 DESIGN WIND LOADS ALUMINUM COILS, INC soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBG and ASCE 7-10 under the following provisions: 1. Wind speeds -for risk category I, 11, 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 60-11. 4_ All calculations are .based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis- 6- Wind directionality factor, Kd = 0.85 7. Veit 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. AL015001 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. ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind' Pressures for Soffits: in Exposure B Building Type Zone Mean Roof li eight ft Basic Wihd Speed mph) 1.20 130> 1.40 1.50 1.60 17Q 180 190 200 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 4 40 18.3 21.5 24.9 28.6 32.5 36.7 412 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 752.1 57.8 5 40 22.6 26.5 30.7 35:3 40.1 45.3 50.8 1 -56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 100.8 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 27A 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29A 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 10.9 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 1 21.7 24.3 1 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23:5 1 26.4 29.4 1 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 1 29.5 32.9 36.4 ALGI5001 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 n Wind'Pressures for Soffits in Exposure C: Building TypeYP Zone: Mean HeR htf fE .. Basic Wind Speed mph),, 120 13D 140 150 160 ,. 170 18t)` 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30-8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 4$:3 54.6 61.2 68:2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38"0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 363 42.1 48.3 54.9 62.0 69.5 1 -77.5 85.8 50 32.4 38.0 44.1 50.6 57-6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 193 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 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1.6.8 19.7 22.9 26.3 29.9 33.7 3T8 42.1 46.7 Enclosed 60 17.4 2M 23.7 27.2 1 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 1.5.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 1 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 1 26.3 99.9 33.7 37.8 442.1 46.7 60 17.4 20.5 23.7 1 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 1 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building . Type Zone Mean Roof Height ft Basic Wind Speed" mph) 120 130 140., 150. 160 170 180 190 200 . 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60:6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70:0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49 3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39A 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 1 -95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 1 -81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20-2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 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 5 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 3.0.6 34.8 39.3 44.1 49.1 54.4 60 1 2022 1 23.7 27.5 1 31.6 35.9 40.5 45.4 50.6 56.1 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 TECi-fNICAL SERVICES, LL.0 3/8" F-Channel 3/4 — 3/8" J-Channel 1 7/8" HEM 15/8" 3/4" I l T ALC15001 FL12194-R3 ISOMETRIC VIEW 3/11" 'PROFILE ISOMETRIC VIEW M` PROFILE ALUMINUM COILS, INC Soffits Appendix D eIof4 This evaluation report is. provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, -or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4 3f81, 1/8" HEM b"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 changesthroughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 16" Q4 Soffit 18' BLANK 3 / 8 PROFILE 2.625 REF, 50 TYP. 25 TYR 125 TYP. L1 LI L aoao ODD' 1 ac c aaao LOLVER5 FORMED IN SAME' DIRECTION AS RIBS) 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 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. CHEEK TECHNICAL SERVICES, LLC. 12" T4 Soffit 5/16" 1/2` 112" 1/2" Erin. 1/2" 3/4" 1/8" 3/8" 25 TYR 0.125 TY 13.75" BLANK 3/8" PROFILE 2,625 REF. 50 TYR aDDa00 ALUMINUM COILS, INC Soffits Appendix D ooao ai WI1F OtNER PATTERN (F 9 i 5 .11 Fl LOiNERS EDFNED IN SAME DiRECnON AS RIBS) END OF REPORT 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. TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. 5001 Vilest 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, 1710.9A Properties: Wind Resistance REFERENCES Issued August 27, 2015 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 requiredby the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 318" 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 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. 9''- ALUMINUM COILS, INCCREEKSoffits J- TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. u,.I 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 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. RU CREW' TFCHNIC"AI .r.FRv r r7c,,. 1 1 r- COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E, have demonstrated compliance with the Florida Building Code 5`h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Q201 2 7J .0 V . r u.a.s.:wm ya,xra ra.n St•' STATE OF O A 0 =`~ Zachary R. Priest, P.E. Florida Registration No. 71021 A' No. Organization CERTIFICATION OF INDEPENDENCE GREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurancer changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffitsAs TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS 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 shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6_ Unlessotherwise specified, the Masonry substrateshall 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: ALC15001 a. 12" T4 Soffit— 12-inch o.c Fastener Fastener Location Location 1 1 b. 12" T4 Soffit-4-inch o.c. Fastener Fastener Fastener Fastener Location Loc tion Location Location G. 16" Q4 Soffit— 16-inch o.c. Fastener Fastener Location Location FL12194-R3 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, orother product attributes that are not specifically addressed herein_ CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch c.c. Fastener Fastener Fastener Location Location Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16--inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F,# Approved Systems for 24-inch Overhang with F-C,hannel 24J #I Approved Systems for 24-inch Overhang with J-Channel Appendix A. Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel iypp No. Width psf) Substrate F-.Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One min. x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-inch Wood min. 1.25=inch embedment spaced Wood crown staple spaced 16-inch 072-inch dia. x min. 3/16- 0. inch 40.0 24-inch o.c. 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 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o:c: 0.072-inch dia. x min. 114.-inch 48 spaced 24-inch 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 Wood One (1) min 314-inch x 1/4-inch One (1.) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c, crown staple spaced head dia. trip nail spaced 48- 64.2 and securing each panel tanallapp 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. t x CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three 1/4-Inch crowmin. 314- inch x 1/4 crown One ( 1) min. #8 x 1/2-inch One ( 1) min 314-inch x One (1) min. 1 314-inch long x 12J 1 Max. Wood staples in diamond long head diameter Wood 1/4-inch crown staple inch dia. x min. nch 4. 16- inch pattern spaced 24- screw screw spaced 16-inch o.c. spacedspaced 8-inch o.c.. spaced headdia_ trip nail spaced 48- head48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch: overhang with F-Channel Wall Connection Eave Connection System Ravel. MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 16F- 1 Max. Masonry One (1)14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0. 072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. Three ( 3) 18 ga.1l4-inch crown x 1- One (1) 18 ga1/4-inch crown x One (1) min. 1-75-inch x 0.072- inch diameter 16F-2 Max. 12- inch Wood inch leg staples in diamond pattern Wood 1-inch le staples aced max g pp4-inch o.c. and securing each finishing nail with min. 3116- 53.3 spaced 16- inch o.c. panel lap inch head spaced 12-inch o_c. Max' One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x3/8-Inch One (1) min. 1 3/4-inch long x 0. 072 inch dia. x min. 16F-316-inch Wood 1. 25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16- inch head dia: trim nail 25.6 inch o. c. O.C. spaced 36- inch o.c. Three (3) min. 314-inch x 1/4-inch' One (1) min. 1 3/4-inch long 16F Max. Wood crown staples i2 diamond pattern Wood One (1) min 3/4-inch.x 1/4-inch x 0.072-inch dia. x min. 1)4- 27 16-inch spaced 24- inch o.c.spaced crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 48-inch 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. 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. 114 inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14.ga. 5/8-inch long T nail Wood 1-inch' leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/1-6- 43.3 16-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.1/4-inohcrown x 1- One (1) 18 ga 1/4-inch crown x One (1) min. 1.75-inch 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- 43.3 spaced 16-inch O.C. panel lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall -Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. WO°d crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long is 0.072-inch dia. x 23.5 16=inch spaced 24-inch o.c, crown staple spaced 8-inch o.c. min_ 114-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALCI5001 FL12194-R3 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. L 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- nch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-Inch o.c. securing One (1) 18 ga. inch 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1 0.072-inch diameter 24F-1 12-inch Wood teg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min_ 1.75-inch inch O.C. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch 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 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga., anchored to each panel lap inch crown x 1-inch O:t772-inch diameter 80124F-2 12 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nailsg paced. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 1.2-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 12-inch o.c, securing One (1 ) 18 ga1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch. 0. 072-inch diameter 80/ 24F-3 12- inch Masonry inch long T nail rafter with one Wood 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/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o_c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 5 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. LCREEKll TECHNICAL SERVICES, LLC: ALUMINUM COILS, INC Soffits Appendix A. Approved Systems for24-inch 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.1/44ch Nominal 1x2 crown x 1-inch leg N0.2 SYP staples spaced Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min_ 1.75-inch x Max. inch crown x 1-inch rafter with one. each panel lap inch crown x 1'- nch 0.072-inch diameter 24F 4 16-inch Wood leg staples in min: 2.25- Wood leg staples spaced & finishing nail with min. 80/-60 diamond pattern ninch x 7d ringi One (1) min. 1.75-inch inch o.c. and securing 3116-inch head:spaced spaced 16-inch o.c. shank nail x 0.072-inch 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 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 1"2-inch o.c. securing One (1)18 ga. 1/4- One (1) min_ 1.75-inch x Max: inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofingnailspaced 1) 7tl x.2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch 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 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min_ 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 6 16- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 861-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch 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 o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 6 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 y ¢ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for24.-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) J-Channel Fascia CapBattenBattenPanelAttachmentSubstratePanelAttachment Attachment. Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal.1x2 min. crown x 1-inch leg No.2-SYP Three (3)18 g shainchnk nailtringshank straight nailed throughOne stapless ced 1) min. 1.75-inch anchored to ga.1/4-Inch crown the rafter into the end 12-inch pa securing each panel lap One (1) 18 ga. '/<- x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg of.the batten or two (2) Wood inch crown x 1-inch finishing nail with min,. 6012-inch 1) min. 2.25- staples in diamond min. 2.25-inch x.7d one (1) min.1.75-inch leg staples spaced 3116-inch headspace d inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-inch diameter 8-inch o.c, 12-inch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. 24-inch,o.c. the batten at each battenlrafter 3/16-inch headspaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. Nominal 1 x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga-1144nch Nominal 1x2 min. 2.25-inch x 7d ring shank nail crown x 1-inch leg No.2 SYP Three (3) 18 straight -nailed through staples spaced One () 18 a. Y4- O1 g One 1 min. 1.75-inch Oanchoredtoga-114-inch crown the rafter into the end 1z-inch o.c. securing each panel lap inch crown x 1-inch x 0,072-inch diameter 24J- 2 Max rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 53.3 16- inch 1) min- 2.25- staples in diamond min-.2.25-inch x 7d One (1) min. 8-inch O.C.and 3/ 16-inchspaced inch x 7d ring pattern spaced 16- ring shank nails toe- g di1.ameter z 0.072-inch diame[er securing each panel head 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 b 3/ 16- inch head spaced interssectioection.. Max. M 4-tnch o.c. rafter spacing is 24-inch o.c. ALC15001 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. L g CREEK l t' TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SysTEMs section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation. Detail Min. 3..," tLe,ad die., nail with min. '_.,, angagem=sat',{.ior wocw4 still es-.tei or m1n. 097" d:,a. T-nail ox -stub nali in. 5,/8" cnnagem>st. t.-r_,r concrete o. .clocY eu5strat u,} apa..._,_ as note-.d a bcvF. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT (OVERHANG WIDTH VARIES) 12F-3 F" CHANNEL Vlocd., concrete - or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8'' STAPLE 16" O,C. FASCIA LIP 1 /4" PAINTED S-S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194R3 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, recommendeduse, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.L.0 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4- X 1/4- L-j DETAIL. CROWN STAPLES r USING A DIAMOND 5 3/r WT"EC"/ STAPUS / PATTERN FACIA HOARD / f FASCIA CAP 12F-2 3/4` X 1/4- CROWN FACIA HOARD 1-3/4" TRIM NAILa" STAPLE ON CENTER 1-3/4" TRIM NAIL) PAINTED S.S. F CHANNEL CAN 8E PAINTED S:S. 46 FASCIA CAPINSTALLERWITHTHEO .C. NAIUNG FLANGE UP OR 3/4'" X 1/4" DOWN CROWN STAPLE SOFFIT—nla1._ 12-inch spar. WOOD SOFFIT SUBSTRATE SOFFIT & FAscla DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. wi CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail. OPEN RAFTER 3/4" X 1 /4" CROWN 'STAPLE _24- ON CENTER USING A DIAMOND PATTERN 12J-1 J—tSFiRNN 1-3/4* 1RIM NAZI soraxed to ea:f t icri aneili $8 s PAINTED S-.S. 48' a12, ti 3Y&" head. D-G diameter sscich, iG"' C.C. WOOD OR BLOCK SUBSTRATE ALC15001 SOFFIT —cis . 2-inch span FL12194-R3 ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE. r ' DIAMOND PATTERN FACIA BOARD 14 E.7 WTW+! ' DETAIL STAat,ES f ASCIA CAP 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4' TR[M NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL 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. un TECHNICAL SERVICES, LLC CREEK ALUMINUM COILS, INC Soffits Appendix B System .No. Installation Detail 117 TRiN HAIL - ij I --FASCIA BOARD PAINTED SS. „yt FASCIA CAP SCFFtti 1'x}" :CROWN STAPLE I OPEN RAFTER ; I FASCIA BOARD 1.6F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA I"' CHANNEL DETAIL I SOFFIT: MAX. 16- SPAN MASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this.report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail id±n. 3/6-" <ad din. nail a:.:i.th min. VW' snagementtfcr worn su struv_i or yin: O.09- dia. T-nail or stu:--nail with min. 5j.8" -n ;s.5rnazi.t,r.as: c:?ncr.ate or ". loci >>aL at.r tej.,. faced as rcr_ed above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) 16F- 3 I I I \\--"F" CHANNEL wand,. Coricrete or Flee} ;, FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALCI5001 FL12194-R3 Page 5 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 VU' RETWEEN ` SOFFIT STAPLE. OPEN RAFTER ,' 3/¢- x ,/4- f ; DIAMOND PATTERN 1 D ETAI LCROWNSTAPLES , USING A DIAMOND 31W KTLEEti/ STAPLES PATTERN FACIA BOARD s FASCIA CAP 16F-4 3/4- X 1/4" CROWN FACIA BOARD 8' NAILSTAPLEONCENTERPAJNM .S.S. TRIM 1-3/4" TRIM NAIL PAINTED' .5.5: T"F- CHANNEL CAN 8E. PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEOC NAILING FLANGE UP OR 3/4- X 1/4" DOWN CROWN STAPLE SOFFIT- maxsPasl WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L 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, L.LC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 41 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT ;.. li 1'rj'.' CROWN STAPLE OPEN RAFTER I FASCIA BOARD 1-XI" CROWN STAPLES SOFFIT FASCIA OSINC A DIAMOND 1617-2 & PATTERN; REFER. TO DETAIL SOFHT STAPLE 1617-6 DIAMOND PATTERN DETAIL FASCIA LAP; REFER / TO SOFFIT b FASCIA 3„ F" CHANNEL DETAIL 9 3/8" SOFFIT; MAX. 16" SPAN woo SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL1.2194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. L CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER F 3/6' SOFFIT STAPLE Gt STAPLES L; DIAMOND DETAIL PATTERN FACIA BOARD % 3/-. u 1Ii 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 1 sJ-1 LJ—CRNlNEL 3/4' x 1/4" CROWN STAPLE W ON CENTER 1-3/4" TRIM NAIL FACIA BOARD 1-3/4' 'TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4" CROWN STAPLE SOFFIT —max. 16-inch spar_ SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D EfAI L ALC15001 FL12194-R3 8of12 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. CREEK1 a. , st TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. t I' TRIM NA!L i. FASCIA BOARD PAINTED S.S. 1'4{ CROWN STAPLES f—FASCIA CAP USING A. DIAMOND SOFFIT PATTERN: REFER TO 1°" CROWN STAPLE SOFFIT STAPLE e DWttOND PATTERN DETAIL s Q7 TRL4 NAIL FASCIA. BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 11, 24F-4 1"Xj' CROWN STAPLE ` 1 FASCIA CAP; REFER j TO SOFFIT L FASCIA DETAIL Nominal 11Xr SYP 9_ F-LNANNEL Batten Anchored to Rafters with one id SOFFIT: MAB.:4' 3/e Ri..p, Shank Nall at WOOD SUBSTRATE every Rafter f J i I SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 9of12 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. IACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System.No. Installation Detail t.{" TRIM NAIL / FASCIA BOARD PAINTED S,Si 1-}` SHOOTH SHANK II FASCIA CAP ROOF NAILS SOFFIT 1"r}' CROWN STAPLE t 1 {" TRIM NAIL FASCIA BOARD PAINTED SS. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 14' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Naminzl 1"X2 SYP Batten Anthared to SOFFIT: MAX, 24" F-CHANNEL Rafters with one Id Ring Shank flail at every Rafter WOOD SUBSTRATE I ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use; or other product attributes that are not specifically addressed herein. CREEKatg, TECHNICAL.SEPvtcEs, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail l 1 J` TRIM NAIL FASCIA 130AR0 PAINTED 5.5, 149A;" T-NAILS - I I ! I FASCIA CAP SOFFiT T e CROWN STAPLE 1 I 1 }" TRIM NAIL PAINTED S,S. FASCIA BOARD SOFFIT & FASCIA 24F-3 & 1 i DETAIL 24F-6 t f1'r1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA I OETAIL Nominal 4"x2' SYP F=CHANNEL ' Batten Anchored to Rafters vith one 7d SOFFIT: MAX. 24" Ring Shank Nail. at l every RafterMASONRY I i I ALCI5001 FL1219A-R3 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty; ,installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. ASOFFtT TRIFASCIA BOARD PAINi"x}" CROWtiFASCIA CAP STAPLESUSINGAOWHONO PATTERN: REFER TB SOFFIT STAPLE CANTILEVERED1-e}" CROk'N STAPLEDIAMONDPATTERNRAFTER DETAIL FASCIA BOARD I } TRIH NAIL jj SOFFIT& FASCIA PAINTED S.S. j DETAIL 24J-1 & 1 24J-2 1'x}"'CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL / \ 3. Ndminal. i' x 'SYp battens 8 scabbed between raters and SOFFIT; -tlAx. 24' / Jg 1-CHANNEL seczre„ S:M,h one (1) 7tl ring I shank rall siraghi-nailed Ihrorrgh.7hergtter Into the red WOOD SUBS TA A TE ar g s baU, nor tae-nailedle ` - 1 tlrgshank naiEs t e•nallec on / either side oT the bahem at the ibaalenfrafler. Infaisecilan \ / l' SOFFIT STAPLE CIIAMONO PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Sous Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE T-10 under the following provisions: 1. Wind speeds for risk category I, 11, 111, 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-fe 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 3-11. ALC15001 FL12194-R3 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. CREEK1- $. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design.Wind,Pressures for Soffits in Exposure 8 Building. Type- Zone Mean Roof Height ft Basic Wind Speed mph 120 ' 130 140 150 160 170 180 . 1.90 200 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 30.0 733.8 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 4 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 Enclosed Negative 60 20.5 24.0 27.8 32.0 36.4 41,1 46.0 51.3 56.8 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 5T8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 1 -56.6 62.7 50 24.1 1 -28.2 32.8 37.6 42.8 48.3 54.1 60.3. 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1' 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1. 30.0 4 25 10:8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 21.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 1 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7Enclosed Positive 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 25 10.8 12.7 14.7 16.9 1.9.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 1`9.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 1 18.3 1 20.8 1 23.5 26.4 1 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 1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 2 of 4 Thisevaluation 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_ LEs. 'TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits'in Exposure C Building Zone Mean .... Roof, Height ft Basicnd S eed fm .h 120 ` 130 140 150 160 170 180 1.90 200.: 20 21.7 25.4 29.5 33.8 38-5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45A 50.9 56.7 62.8 4 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 Enclosed Negative 60 27.2 31.9 37.0 42.5 48.3 54,6 61.2 68.2 75.5 Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 30 29.1 1 -34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33:6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31:2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.340.3 4 30 15.1 1,7.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.& 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 20 13.9 16-3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29..1 32.6 36.3 40.8 5 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 1 26.3 1 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 1 27.2 1 31.0 1 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 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 k TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type. Zone Mean Roof. Het ht ft Basie=Wind Sp eeii m h 1:20 130 140 150 960 170_ 180 1:90 200 20 26.0 30.5 35A 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 77.54 40 29.4 1 -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 63.8 76.6 84.9 Enclosed Negative 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 789.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 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 1 -94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35:9 40.2 44.8 49.7 40 18.8 221 25.6 29.4 33.4 37.8 423 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40-5 45.4 50.6 56.1Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.75 40 18.8 22.1 25.6 1 29.4 1 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 1 40.5 45.4 50.6 1 56.1 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. TECHNICAL SERVICES, LL-C 318" F-Channel 3/8" 3/8" J-Channel ALC15001 1/8" HEM 1 5/8, 3/4" I FL12194-R3 ISOMETRIC VIEW 3/0" PROFILE ISOMETRIC VIEW 3/11" FROFILE ALUMINUM COILS, INC Soffits Appendix D 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid: This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributes that are not' specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4 1,/8°' HEM 6"FASCIA 7" BLANK ICnMFTRIr VIFW 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. r.CREEK TECHNICAL SERVICES, L'LG 16" Q4 Soffit 25 I'M 0.125 TYP, 1 S' BLANK 3 / 8 PROFILE 2.625 REF: 50 TYR CG GCI o oo I ao o Yt10 O IVEF PATTERN fF I c _+, F1 CLOUVEP.S FO;iME0 1N SAME. DIRECrOAI -A5. ZiBS) ALUMINUM COILS, INC Soffits Appendix D ALC15O01 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule-61G2O-3_ The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report. is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ILACREEK TECHNI:CAL, SERVICES, LLC 12" T4 Soffit 3 1/8" 5/16" \ i 0,125 TY?. ALUMINUM COILS, INC Soffits Appendix D 3 1/8' 1 7/8" 1/2" 1/2" 1/2"<\— JL1J8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYR o( LMRQ1Ooo0INCDtaIPN A oof 9 u0oau CCCaSFaa0l a m RtW) 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. 4/2812017 Florida Buildng Code Online Bcis Home ; Log In i User Registration Hot Topics Submit Surcharge Stats & Facts I Publications hbr Product Approval USER: Pub 1ic User Product Approval Menu > Product or Application searcb > Application List > Application Detail FL # FL5444-R10 ti 'G Application Type Revision r Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d,harner@saint- gobain.com Authorized Signature Mark Harner mark. d. harner@saint- gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint- gobain.com Quality Assurance Representative Address/Phone/Email P 1 Links Search Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R10 COI 2016 01 COI Nieminen pdf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 https: llwww. floridabuildi ng.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtahl gO7CSsoycOrl28CcpCJinUeXw7i bKv l UzOW4hL8w%3d%3d 112 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved eummary of Products Method 1 Option D 12/08/2016 12/14/2016 12/15/2016 02/07/2017 FL # { Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVH2: No FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Approved for use outside HVH2: Yes Shingle FLS444-1110.pdf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone. Road, Tallahassee FL 32399 ?hone: B50-487-1824 The. State of Florida Is: an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibilis Statement :: Refund Statement Under Florida law, email addresses are --public .records. If you do not want your e-mail address. released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.. The emalis provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to;supply a personal address, please provide the Department with an email address which can be madeavailable to the public. To determine If you are a -licensee under Chapter 455,- F.S., please dick here Product Approva l Accepts: WO REM i. Credit Card safe https:// www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCJinUeXwTbKvlUzOW4hL8w%3d°/`3d 2/2 ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certficate of Authorization ##9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203') 262-9243 Evaluation Report 3S32.09.OS-R11 FLS444-RlO 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 5"' 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 COMPLIANCES` 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 DCA ANE1983 The facsimile seal.appearing was authorized by Robert Nieminen,. P.E. on 12/08/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named cheat CERTIFICATIONOF 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. 5. 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. TRAYERD 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 Sth 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 1S07. 2.7.1, R90S.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 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 05NK16778 05/12/200S UL ( TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL ( TST 1740) ASTM'D3161 OSNK14836 05/22/2005 UL ( TST 1740) ASTM D3161 05NK22800 06/22/2005 UL ( TST 1740) ASTM D3462 R684 09/21/2005 UL ( TST 1740), ASTM D7158 05NK08037 06/28/2006 UL ( TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2069 UL ( TST 1740) ASTM D3462 10CA41303 10/07/2010 UL ( TST 1740) ASTM D3161 10CA41303 10/08/2010 UL ( TST 1740) ASTM D7158 IOCA41303 10/27120.10 UL ( TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC(TST9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/69/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate of Authortratian #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 i TRINITY ERD 4. PRODUCT DESCRIPTION: 4A CT201", XTT" 2S, XTT" 30 and XTT" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'"`Pro, Landmark'" Premium, LandmarkT" 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 Shakel"", Presidential Shake TM IR, Presidential Shake TL•" and Presidential SolarlST' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT", 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 CrestT1, Cedar CrestT" IR, NorthGate Ridge and NorthGate Accessory are fiberglassreinforced accessory shingles for hip and ridge installation. 4. 8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither TrinitylERD 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. S; 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 for fire ratings of this product. 5. 4 Wind Classification: 5. 4.1 All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8,"Class H, indicating the shingles are acceptable for us in all wind zones UP to V,;d = 150 mph (V,I, = 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 PLP Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (V It = 194 mph). 5. 4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less; Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5. 4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt 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 Vmd = 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, L-C. Evaluation Report 3532.09.05-RIS Certiflcote of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 f TINITY l ERD 6. INSTALLATION: 6. 1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer' s minimum requirements. 6. 1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905. 2.3. 6. 2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.27 or Section R905.2.6 and the minimum requirements herein. 6. 2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507. 2.6 or R905.2.5. Staples are not permitted. 6`. 2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6. 3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6. 4 CT20'"'; XT'"" 25, XTT"" 30, XTT"! 30 IR: . t LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use Your naffs and sie spots of asphalt roofing cement* for every full i'—(305 mm1— '-(305 mm) (305 mm)—i shingle ;(Figure ;ll-4). Asphalt roofing ceutent coeettng AS'I'Nt t34586 25mm) Sealant 1 " (25 mm) Type`11 is suggested. 5 Sta" (145mm) — 51& 6tAbrwuod --_— ---- --- METRIC Imo— 1We — Roalfng Cement 1" ( 25'mm) Sealant 1" (25; mm) A.pply1 (25 min) spots of asphalt roofing cement. f — — — — under, each tab corner: 1igy4re;/ 1-4: Usefriarnailsandsirspot;ofasph0wiue rtonsteepslopes; CAU11710\: Excesstve use of roofing cement can cause shingles Co. blister, Figure 11-3 User four nails for etety foil shingle. 6. 4.1 Hip & Ridge for CT2OT1, XT` 25, XT'" 30, XTT' 30 IR: Cut Shingles 2" ( 5Unun) 25mml, 1+ -1 Remove, . II RC 11 ,. r 7"(305n f — iGCap — Gap30ShingleShingleIFigure 11-24.• Cut tabs, then trim back to make cap shingles l , 2 I \ot tJ Gngilsb dimensions sbortnt). `r Figure 11-2S: lnslaXlallon of caps along the bips_aml ridgem 6. 4.1.1 For ASTM D3161, Class F performance use BASF "SonolasticO NPJT""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Ri1 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 r' j TRINITY! ERD ARCADIA'ft% LOW AND STANDARD SLOPE STEEP SLOPE Use Sft nails For eves, full skill,& located as shoo below. Lse Sltnaik acid FMIR spots oC.Lsphalt roofing cement for oeotq full Shingle as shown (relay' •if>ply asphalt toofit) cement 1"(25 mill) l from u{of le. ifialru, ctLti; aS7Nv ,E'586 Type 11is sut, csted. 1,(25n91) f'i25111114—+- Flgii a ': tee sly rtailsfor vterr fill sbincla. Fi;; m•e 3: 4 se six units and from spots of asPbadt rtxtftugeicruc'kl oil sttrfi- sjiyvs, Hip & Ridge for Arcadia TM: Cedar Crest'"', Cedar Crest'" IR 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 embedmentintothe 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® NP1T" 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 Y. 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, LLC. Certificate of Authorization.N9503 FBC NON-HVHZ EVALUATION Hand -sealing adhesive 4" 1/ 4" 3.14" Dab of asphalt cement betweeiz - l„ shingle layers Evaluation Report3532. 09.05-R11 FL5444-RlO Revision 11: 12/ 08/2016 Page 5 of 12 i r FiIi IITY ! ERA 6.6 BELMONTr,""9771 Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21.12): Use. SEVEN nails and EIGHT spats of Use FIVE nails for every full Belmont shingle, located as shown below. 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 1"20 ral) Ail it{Yi:;i ails?. ^57uii°d. asphalt roofing cement`{ for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below- Asphalt roofing cement meeting ASTM D4586 Type II is suggested. f tM'tvlrsm7 i' 125 rcm—+I Hip & Ridge for Belmont'": Option 1: Refer to instructions herein for Cedar Crest'", Cedar CrestTl IR hip and ridge shingles. Option 2: Shangle® Ridge Pigure 17.18: Shan;;le" Ridge: 18" Exposure Remove tape from the right side and. fasten SECOND Fasten theme' left,side ° RIGHT FIRST a,i.. LEFT rigure 17-19: Listallafion ofSbnng0 R14,v sbhr files on 619s and rldgm.. For ASTM D3161, Class F performance use BASF "Sonolastic" NP1` adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.0S-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE"HOUSE SHANGLE® AND GRAND MANOR SHANGLE®S LOW AND STEEP SLOPE STANDARD"SLOPE l yc five nails feu• ever} full 5h,111, f_ 1 --(25 mm) Y1 (?.Strom) 513" g 6/g,• 15 loot) (220 mm) t7gum 17-4.- Lse f iii wilis fin, x-z ry rlfr,rdrrA laxar,l'Lnrrgle, Carriage llonse S&wgle. ur Cemenuial Slate. 2^ TRINITY! ERa Use seven nails card three: slxns of asphah roofing (ement.litr cFrry lid) Grand Manor.Shangle. 1 4c five nails and three ;spots of asliludl roofing ci men( fur every fill C:arfage Howse tihangle and Centenotal Slaw. Apple:tsphalt roofiitg,cement 1" (2-, inn) from ixlge of shingle fture'77.5)..Asl)ldt roofing ci•ment"meeting ASTM 1)45861lpe 11 Is suggested, ME tt o mm-14 Flgrrre 17-5: When iristrrilling GicurAitlirunrSlarxgle,+ ntrstevp.do a. nse saeen units and !live. spots ofairphal( rorrfirig Cement Hip & Ridge for Carriage House Shangle! and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANOMARKirm LANDMARKTm IR,.LANDMARKT"4PRO, LANDMARKTr" PREMIUfVi, LANDMARK'"'-TL`, LANDMARK- T"' SOLARIS : NDMARk76, SOLARis IR :NORTHGQTE " LOW AND STANDARD SLOPE METRI( DIMENSIONS 1T' 14314" 12 I (25 mn4 Release Tape r i (25 mm) Nallahle Aiwa LANDMARK TL NorthGate: 13t/V 13" 13'12," 343 mm)----(330 mm)-- (343 mm)--j I ' (25 mm) 1" (25 min) fl,(rrrr 134: ?.: se four nails for erer)• fret( sl'inye. WIDE is p NG NW.A 127 14.3i4' - Zf I {305 mrl -+- — ( 375 man) (305-mm; I Nallrg :5<i1s 1'(25 fim) l'ppe'rnl Ina 1" (2s sro}— j - Naling areas for low and standard slopes (f-am 2:12 w 21:12) Nal'aetwevii upget S. kraal Giss cry s^a-nvn ahmN. ExteriorResearch and Design,LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization # 9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/ 08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing Cement for every full tsntinated shingle. See below. Asphalt roofing cement should nlcel ASTM ll4586 fipc IL ryppIv I" spols of nspliak roofing cement uncle catch corner and at about 12" to 1_3" it, from each edge. METRIC DIMENSIONS 12'——14-1/4"---121,-- 305 mm) (375 mm) (305mm) i25 sires) 1 (25 mm)- .._.. NailAreaRelease Tape I For Steep 25mm) ----- (2. 4 Roofing Cement fl 1 IRINITY + ERA LANDMARK TL V 25 rr Figure 13- 5r Use, six nails anrffaur spots of 1 " asphalt t»ojtng mnenton steep:slopes, nun; NorthGate: STEEP 12" 14-34' 12" SLOPE 305 mm -... — NAILING ( } (375 mere} - — 305 mm AREA I eNde" 4imits 1Nee 1we' 1"(25 mm)—«- nall ines: Nailing areas for steep slopes (greater than 21:12) and "StorinrNailing" Nail between lower 2 nail lines as shown above. 6.8. 1 Hip & Ridge for Landmark'". Landmark'"" IR Landmark" Pro Landmark'" Premium Landmark'" TL Landmark' Solaris, Landmark'" Solaris IR NorthGate: 6.8. 1.1 Option 1: Shadow Ridge— or NothGate Accessory 12' g7 jg' 305mm) (250 m) 415/16 415/16 050nim) (150mm) ( 125mm) (125mm) Notch for Notch for Centering Centering 12` r 131/4° \. / 305mm) Notches for Alpnrtient to (337mm) Notches for Alignment to theTop Edge of the Previous T the Top Edge of the Previous (196mm) L. Capfor5' (125nimj Exposure (180mm) Cap lcr55r8' (141mm)Exposure L EnglishDimension Metric Dimension Shadow Ridge" Shadow Ridge - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Rii Certificate of AuthorRation s9503 FBC NON"HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 s 271-W., I_ I iu 12:ixi) .1 Leri r;F! ich Alltrn the a j r 7L:Itrs t: tip 7 54' a rm tiaCane c;i rs (t9 Im^ t} f NorthGate Ridge i' T INIiY I ERD 13 1/81, i._...—,. 33 mtn)..._ .P- 168 mm)l (158 mm) 1 Centering 131/4`Notch 337 mm) I Align rhoso notches to top Sib" edge of (194 rnrn) t previous course, j NorthGate Accessory 12" 305inm). Laying Notch I II I Fig are 13 20: Use ,laying nokb6s to alder shingles on tips and, ridges, and to locate the correct aoosure. 6.8.1.2 For ASTMI D3161, Class F performance use BASF "Sonolastic® NPi""" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crestr"" IR hip and ridge shingles, Exterior Research and Design;LLC. Evaluation Report3532.09.05-Rll Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 4 ,.., TRINITY ! ERa 6.9 P,RESIDENTIAL SHAKE""', PRESIDENTIAL SHAKE.." I,R, PRESIDENTIAL SHAKE TL""', PRESIDENTIAL SQLAR1Vm:' LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, nsc five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply-i- diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the hailing guide lines, apply 4 nails 1' Nailing 1- 40" above tab cutouts making certain tabs of overlying shingle cover nails. Guide Unes (1016 Min) 1:53 nimmi . . . . 14 114" 11/2' ail mm) (362 mrn) NOTE: Apply nails on painted guideline. Figure 16-6• Fastening-Piesidential and Presidential TL Stake shingles on laip and standard slopes 1' diameterasphalt routing cement Figure 16--7- F2slening Prestdenllat art- Piealdentlat T/L Slake shingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'". Presidential Shaker" IR, Presidential Shake TU", Presidential Solaris'": 6.9.1.1 Option 1:'Presidential Accessory PRESIDENTIAL MESSORY 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." hasten each accessorywtth 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 hvo different sizes: Accessory produced in Birmingh am,. AL is 1.2` x 12"; Portland, OR produces 97/8- x 13114" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1r11" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2, Refer to instructions herein for Cedar CreStTM, Cedar Crest" IR hip and ridge shingles. 6.10 1-I'47TERAST"1: 71 IOW, STANDARD AND STEEP SLOPE: ` I (2:4)tmn) (2%It"]) (Z:i(Inv7r). (Z3U ninl) 23D Inm) (2 ii I un) (230 mm) (M. nun) i.. !•. — — i_(25mnt)-- Figure 15-3: Myleeing n tlhaas Siingfes an. Lou• and.1'Iandim dopes for low and stand;ird sloles. use five mils For each !'ill 1!atteeu shingly. ai stoov n Axwe. Exterior Research and Design, L-C. Certificate of Authorization #9503 FEIC NON•HVHZ EVALUATION F'sun, I S. I: FiNfew"; l/olltrrrs sllh Ohl r"r :Yfrt^h tilr"s For w-ep napes, nstt M-e uads ;ind etghi spols of aspit:dt roofing cenudu for each fill] ftatlrias-s]ibig!e :o shorn above. A 1" 29uau)dLunvim spou of mofing. eeumtt (AstAl n 4596'AN it sug;cuctl) under carh mb coiner- Press Munoe Ituo iNce, do not Pose cemeai t:,llrrlUN; Ton mgclt nY6%"coot-ml am c:Uise sliiuglt•s to blister. Evaluation Report 3532.09.05-1111 FL5444-RlO Revision 11: 12/08/2016 Page 10 of 12 RII 1 t ER,Q 1 6.10.1 Hip & Ridge for Hatteras`': 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14: 18 three-piece tin its separate to make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles i--T, I I t Ias`er 464 46o l .. Cap Cap Cap Cap Shingle Shingle Shingle Shingle m Xgure 15=20: Cut Hatteras shingles to tuake cover cap. Figure 15-21: Installation of caps along lips and rid.. es: 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPlr" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6'i 11 HIGHLAND SLATE, HIGHLAND SLATET"' IR LOW AND STANDARD SLOPE: STEEP SLOPE, Use FIVE nails and F;lfFi1' spots of asghal[ roofing cement* for each. a. t orrs° full Highland State shingle, For hflami'-Dade, SfX riMs are required.. Apply 1" diameter spots of, iphatt roofing Cement under each tab M+ , cornet Asphalt roofing cement meeting ASTfrf D4596 Type Ills suggested. Ptyure 11-3: Use PLV6 nWh for ev&y HigNand Vato sbingla tJ +nay gUnnl. '31 mmj. {.Z'Asn). I sn.^ Afi9 n.ba eQ res riao,i:,.',175m! isixf H:pf KMBf a"a;t es sheu", f RaofX9g Gement Figure ll-jM:. Use RTN nails and oijbt spots ofaspball ro iJtng ctirrtei9r uuiier eacb tab corer. CAUTION: Excessive, use of rootlog cement Can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland SlateT1 IR: Refer to instructions herein for Cedar Crest"", Cedar Crest— IR or Shangle Ridge T^" hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532:09.05-1111 Certip7 ate olAuthorization s9503 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 11 of 12 Lsc 1101.1Z uAls (m. every full shingle Iotxllcd :ls shoNvil belolv. Soalant i7.il rr.l 3i3:'s j:a'3 rni Usc 1`01IR nails :nnl loth studs of aslihall roofing cemcni for curly (till shingle as showu heloa::lsIA.At rooNig cement ateethig, _WTBI .t)4iF6 Type If is stq <gusted. Apt11y i'(2i Into) spots (if aslillAt rooting cement as shown. CAUFION: F cessive rise of'rooGq eenxvtt can taunt: S 111 lrs to hlLster. 175.nnj ____— 7— T. I,. — JflaolingCement m i i331arc; tUtr!Q 6.12.1 Hip & Ridge for Patriot`": Refer to instructions herein for Cedar Crest", Cedar Crest'" IR, Shadow Ridge", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 cy 353 CHRISTIAN STREET, UNIT#13ROXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1111 FL5444-R10 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 5th 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 constitutesagreementto 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. INSPEcrroN; 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: RobertJ. M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Hobert Nieminen, P. E. on 12108/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies, have been transmitted to the Product Approval Administrator and to the named. client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intendto acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityj ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is -a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERa 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 Sth Edition (2014) Florida Building Code and 5th 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 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 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: EnWx Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/200S UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 051\102800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL(TST -1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740)- ASTM D3161 10CA41303 10/08/2016 UL(TST 1740) ASTM D7158 10CA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (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 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC 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, LLC. Evaluation Report 3532.09.05-R11 Certificate of Authorization d9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Paget of 12 1 TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT201", XTI- 25, XTT" 30 and XTT"" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadialm, BelmontT"', Carriage House ShangleO, Grand Manor Shangle®, Landmark'", Landmark'" IR, LandmarkTI Pro, Landmark— Premium, Landmark- TL, Landmark''" Solaris and LandmarkT"" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateI is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake" IR, Presidential Shake TL" and Presidential SolarisT"' are. fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatteraST", Highland Slate'" and Highland Slate M IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT' 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 TrinitylERD 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 for fire ratings of this product. 5.4 Wind Classification: S.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507,2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasa = 150 mph (Vwt = 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 NIP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasa = 150 mph (V it = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Soioris—) exceeds the calculated uplift force (FT) at a maximum design wind speed of Vwd = 150 mph (V„rt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height lessthan 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 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of12 6. INSTALLATION: 6.1 6.1.1 6.2 6:2.1 6.2.2 6.3 6.4 rRINI rYEERa Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or 11905.2.1 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. I, CT20t"', XTT"':25, XTT" 3U, XT'"' 301R LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 rant} (305 rmr) (305 mm)—{ 1"(25min) _Sealant— "1"(25mm)-«1 5 s1e" (145 mtn) 5 i&,lot hbr",d Plana T METRIC T 13118' 1311/s" 1311s" 1"(25Min —Sealant 1"(25 mm) 6 r/a" T Figure 11-3r Use four nails for e0ery fufi sbingfe.. Use.four nails,and six spots of asphalt roofing cement* for every full shingle. (Flgtrro.11-4). Asphalt roofing cemegt meeting ASTM D45s6 Type If is suggested. Roorigg Cement ApplyApply 1" (25 nsn) gpots of asphalt roofiog`cement. unnereach tab corner. Figure 11=4: UsefourhaiA,and sixskj ofdSpW1ccdnaitonsteep510fiec CAUTION' Excessive use of roofing,cement can cause shingles to blister, 6.4.1 Hip & Ridge for CT20'", XT11 25, XT` 30, XT` 30 IR: Cut Shingles 1' I I 2" (50 m.) Sh ogle Shingle, IFshingle,: Figure 11-24:.Cut tabs, tben lrint back to ni ake cap shing/os English dt a rsions sbou n)'. 305mrh) 025 rnm) s i -.was ll Figure t1-25: Instdiation of naps along the hi/v and rktgec. 6.4.1.1 For ASTM D3161, Class Fperformance use BASF "Sonolastic" NP1'""' adhesive or Henkel "PLI Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 F.L5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 ARCAOIATm'. LOW AND STANDARD SLOPE Use SIX nails for even, full shingle loeate(I ;is shown hefoa; 25 mini i"i25.iniq --. Ttklwv 1_ Lse .ri c uails,lar e m: r fdi sbiu dv, INI 1 E ERa STEEP SLOPE f SCSA' nails :mel FOUR ;pots of asphalt 1,00fing c meat for eWrV illit Shingle as shown below, Apply asphalt roofing, cement 1"(25 nun) from edge. of shingle, Asphalt roet6ng cement mectmg AtSTAI [) 536 Type If is sup"gested. 1 Flynn 3: trsqSix mail" undf.•nirsp"t gfaspliall ro<rl' N,, ecfl1C'lll on steep Slopes. 6.5. 1 Hip & Ridge for ArcadiaTM: Cedar Crest`"', Cedar Crest— IR Use two ( 2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1''" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PLadhesive 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, LLC. Certificate ofAuthorization # 9503 FBC NON-HVHZ EVALUATION Hand sealing adhesive 114" 4- 3/ 4" —- f 1 Dab of asphalt cement.betweeil. sliilcgle layers 1,r Evaluation Report 3s32.09.05-RII FL5444-R10 Revision 11: 12/08/2016 Page 5 of12 TRINITY! ERA 6..6 BELIVIONT`w:' 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 I` (25mm) from edge:of shingle. r '''' See below- Asphalt roofing cement meeting ASTLI D4586 Type Il is suggested. 7 :'ttj 3L'41 tlx li 'a !f{4..: "-__.' I'• —.I 5R=!1 / / 1'125RCC l 1. f.25.r:m; k F.ocimgf mult-.,... --_ 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 Ngure 17-18: ShanglW'Ridge. 18' Exposure Remove tape from the rightside i 8•,. j and fasten SECOND Fasten theme' a left side RIGHT FIRST 851s LEFT Figure, 17-19:.Inslallallan of Sbangteo Rldge sbhigles on blps; and rld es. 6.6.1.3 For ASTM D3161, Class.F performance use BASF "Sonolastics NPJT""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 TRINITY ERD 6.7 CARRIAGEMOUSE:SHANdl-0 AND GRAND MANOR SHANGLE": - LOW AND STEEP SLOPE STANDARD SLOPE se scr ea nails and three sp0is of asphalt roaring cement liar every Use t`tre nails for cyet r foil Shatigit' hill (lond Marn3C Shao0e. t se five n ttli and (line spoisof a,pliMt roortar, cement for every full Carriage ttirast: Shang -re and Ceotenniirl Slate. Apply aspliait roofing,cement f" (2i mm) from edge of shingle 12Iprav 17.5). Asphalt roofing cement rtteeting ASn[ 1)1.586'ItI3c 11 is sad _ es[cil. 16 rmr) r220 mm) 1,. ?f% or secs' .. )., Figure 17-t t'se fits ndd, frrr'rdtgtg dt thned -ifduor sh rrtglr.• 5r8 it 8'° nrrtugtelloust,5littngle.utCeult:)Ittlal,SGll2 16mm) (220mnr; Rooring Celli ant ---.-I Figurr. 174: IElev-o"IfiAlug; Gratnd 3trtnr-c SF<ntgk , rirr <!(rr(t sfrp . rrusrrerr rrailr nor! tiilre,gnX.r nfnsftGnfPrnrJing terrreitf. 6. 7.1 Hip & Ridge for Carriage House Shangiea and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6. 8 LANDIIIIARKT",' LAN[MARK'm"IR,-LANQMARK`"' PRO, LAN[MARK'"' PREMIUM, LANC>IIIIARKt"':TL, LANDMARK"" OLARIS,, LANDMARK'"' SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRICDIMENSIONS 12" 4A3/ a" 12" rnm)----(315 mm)-+-*—(305 ninj)--1 I (25 mill) I Release Taps 1 (25 mm)- 1 Nailahlej{- Are 5lC• @ t1a LtsG KAY.-A- Exterior Research and Design, LLC. Certificote of Authorization H9S03 LANDMARK Tt 4(2., 13" 131r2" 343mm)—+—(330 mm)----(343 inm)- I 1" (25 mm) 1" (25 min) •- - 1 _ Plgrirrl;?. 1: (; u jrnq udrla jnr {vrq;%trlf ;ching(a. NorthGate: w 143W 305 rimj1375 mm); —I+ (305 mni)` rPp^ rallna l Lawernalfea l Nailing areas tat lbw and slandard slopes (ttam 2:12 ni 21121 rtal 5'4+ frro .rpperd k:r a I,105 a 1 M' itcan' a: FeC' NON-HVHZ EVALUATION Evaluation Report 3532. 04.05-R11 FL5444-R10 Revision 11: 12/ 09/2016 Page 7 of 12 STEEP SLOPE Use six miils and fottr spnis of aSphal( roofing eenlerrt for every 17411 hruinated,shingle. See below, Aslrhitlt roofing cement should meet XSThi fi4586'I'vlte 11.. Apply I' shots of nshltak roofing cement nude each corner and at about 12" to 13" iu from each e(Ige. METRI( DIMENSIONS 1''., — 305 rnm) Nail Arm For SteepT '— 25 mrn) — -- 375 m ri) 1 (305 irm elea a fa 1 (21. 5 mmj Ue a ii ( 25 atrn; lino Czmen! I STEEP SLOPE NAILING AREA I TRINITY ERD LANDMARKTL 131/2" 13" 13112" — 343 mm) 330 mmj 343 mm) t +1 "( 25 mni) 1 "(25 mm)---' 25 mm) — — — Figure 43- 5.• Uses v nads.aml four spots of aspplurdt roofing cement on sleep shoA, NorthGate: 12" 14- 34" 12' 11, 26 mm) Nailing areas for steep slopes (greater than 21:12) and °5torrirNailinq" Nail between lowrer2 nail tines-asshovtn above. 6.8. 1 Hip & Ridge for LandmarkT"', Landmark- IR, Landmark'" Pro, Landmark'"" Premium, Landmark'" Tl, Landmark'" Solaris LandmarkT" Solaris IR NorthGate: 6.8. 1.1 Option 1: Shadow Ridge'' or NothGate Accessory 12' 97/ 8" 805mm) (250mm) 415/16' 415/1T 150rrim) 050mm) ( 125mm) I ; 125mm) Notch for l Centering 12" 305rhrn) Notches for Alignment to 71 the Top Edge of'the Prevlous (180m Cap for 5' (125mrn) Exposure, English Dimension Shadow Ridge— Notch for 4 Centering 131/ 4 376i \ f 7mtn) Notches for Alignmentto the Top Edge of the.Previous 75/8' apfo55(141m1bga( 19Smm)CW MetricDimension Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Ri1 Certi[icote o/Authorizotlon #9503 FBC NON-HVH2 EVALUATION FL5444-.R10. Revision 11: 12/08/2016 Page 8' of 12 TRINITY, ERD 9 2711321 i1 G 1251aa:.} Z a rerkal,i Pktc6 6 5t8 I. 5 518'-'16- ass 4• ' i i rangy} h3" / CenteringAlignth. r :lms ai top 7 5 99 13 1. ` Notch i stirJ a i) (104 mth) (337 mm) Align lhese p sn tfa r:a rs } notches to 7 sre op (194 n1ff1) 1 edge at previous course. NorthGate Ridge NorthGate Accessory 12" 30=Nn07) Laying Notch 1 I I II f Figuru 13-26: Use, laying notc&4 to terrier sbtngtsts.on hips and ridges, and to tocats'the eotrt'ctexpouare. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 "" adhesive or Henkel "PLO Polyurethane Roof &, Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option.2: Refer to instructions herein for Cedar Crests"', Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 TRINITY ERD 6.9 PRESIDENTIAL SHAK€""', PRESIDENTIAL SHAKE T"" (R,,PRESIDENTIAL SHAKE TLTM PRESIDENTIAL SOL-ARWm: LOW AND STANDARD SLOPE: STEEP SLOPE. For lose and standard slopes; use fivenailsfor eaclr'fuli Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below, apply I' diameter spots of asphalt roofing cement under each°shingle; tab. Alter applying 5 nails in between the palling guide lines, apply nails 1' Nailing 1 49' above lab cutouts inaldng certain tabs of overlying shltlgle cover nails Gulda1ines ( 1016 MM) 5 114- 133 Mu) 14 114 1t/ 2' 3fmm) (362mm) • ' • • • jj NOTE: Appel nails on painted guideline. Mpre 16-6., FiuleningAr-sulenlialand Presidential TL Shake 1' diarneter asphalt roofing cement shingles on low andsiandai4 slope& Figure 16- 7' Fiticlenirig. NesfdentiX and Presldenlfnt T/L Shake sbingles on sleep slopes. 6.9. 1 Hip & Ridge for Presidential Shaker", 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 accessary with two fas- teners. The fasteners'must.be 13/T' long or longer; so -they penetrate either 3/ 4"-ffito,the.de.ek or completely through the deck, Presidential accessory comes in wo different sizes: Accessory produced. in l3rmingham,.AL is.12" x i'2"; Portland, OR produces 97/8" x 131/4" accessory 6.9. 1. 2 For ASTM D3161, Cla"ss F performance use BASF `Sonolastic® NPIL "" 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"m IR hip and ridge shingles. 6.10 I HATTERAST"" LOW,, STANDARD AND STEEP SLOPE: Figure15 MskdQrg ibriferg; , ebixglei• all tore ndtl 9r" dM-d Sln)tes For lori' jnd sl:wd.trd slolvs,'use fire nailsfor each Nil Ihpter"Is shinglt: az slydmll AX)rc; t2 Ir njl r. L 1 15- 111 F)@"'+ ! Y. P'+ e;:fCurn lffrtllyrte SAiu(1M nrr ,fhYl+.JrilirF For slue I tlx.., eii: five. (twIt;wd eight_ituas of;spItMi n)'Aag; cement for ruh htil lluaeras shin te. ie slirni•u otiose: Atrl,l} I` Uiinnr 1'7ti e nht r ry;ix4 of r7Sarrng-epme m (MITM 1)115c116 7l pr tl arg euenl) adder rat [ I Iah cnuter, press sirttigkIwophrae; (ID $at cspdse ceneaL All'I' ION: Tara mode mwfiog wools um curse Ailigto to hlistec Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Rll Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/ 2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras1m: 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14r 18 three-piece tin tts separate to #take 54 Hatteras Aceessoq shingtes; 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 nI;i i I 1g„ 460 m Cap Cap Cap Cap Shingip Shingle Shingle Shingle fi TRINITY! ERD Fas'en 460 inln)` go 23 mm) ml Faoorsre I5-20: Cut llatteras sfiingtes to Iturke cor a cap.' Figure 15-21: fnstatlatton of caps along -hips and rit qes: 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NPJT""' adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant"; in accordance with CertainTeed requirements, 6.11 HIGHLAND StATET"; HIGHLAND SLATE"" IR,` , LOW AND STANDARD SLOPE: STEEP SLOPE: Figure l t-3: Cse FIFErrall foreaAtry IlightandSlaln.shhrgle Use FIVE nails and EIGHT spots of asphalt too Ong cement* W...:each full Highland State shingle. For Miaml,-Dade, six nalls are required. Apply!' diameter spots of aythaltroofing cement under each tab corner, Asphalt roatingcement meebg AS"PM D4 86 Tree Ills suggested. rtt.U,eo) I. IAOxm)- '. ynr nt' iMnmi- b xamFOnoe renwra paoy. six nsiciHro+sas. t•;iSm.T) _ k.h9M am renter a l,„il rs sfirxtj -- Roofing Carml ft-re 11-3A: Use RIT Hall -add e19bt rpoteofaepbalt roofing veurod under eacb'tab corms. CAUTION;..Excessive use ,o(roolingcetnenI can cause shingles to blister. 6,11.1 Hip & Ridge for Highland Slate TM, Highland Slater" IR: Refer to instructions herein for Cedar CrestTm, Cedar Crest`" IR orShangle Ridge— hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09 05-Ri1 Certificate of Authorization A9503 FBC NON-HVHZ EVALUATION. FL5444-R10 Revision 11: 12/08/2016 Page;11 of 12 6.12 PATRIOT-: LOW AND STANDARD SLOPE list• F01.1Z nails for eveij, full slihielc ((leafed as shomi lw[ml% ealanl i TRINITY ERD Use. FOUR naf% and four spo(, of asplult roofiii " cenmil for cverT hill Shingle as shtxm beloav; ;ksplfalt roofing cement mcclill", t 8( T)?p(! it is saggesiecl. Apph 1'(15 "1Suii) slxJls iif asptiall reo(iin cone I( Li Ylio%vil AUTION I \a ;ssite use of roofing cenu+n( can unise shilocs to blister. 115.5, M-N fi•t;3' I tld::m1 i - Abuti"g Cement' rjT'l }?"Ft J Ytj 6.12.1 Hip & Ridge for Patriot—: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge—, NorthGate or'Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 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, LLC. Evaluation Report 3532.09,05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/1016 Page 12 of 12 i Florida Building Code Online 13CIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & facts I Publications Fl ric a . Product Approval USER: Public User Product Anoroval Menu > Product or Aonli ..lion tiPPr h > Aoolfcation List > Application Detail FL # FL15216-R2 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@intetwrap.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59.166 Quality Assurance Entity Intertek Testing:Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FLIS216 R2 COI 2015 01 COI Nieminen.odf http:/hvwiv.Iloridabuilding.grg/pilpr_app.dtlaspx?pumTi wGEVXQwtDgv3y-VVK-TZ1QRAdhyl2u8kQGQ3,ljalbVeiOpVSvxwSdCoQ%3d%3d[5124120171:5739-RMJ_.._. Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary 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 # I Modei, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R2 II 2015 04 FINAL ES INT RWRAP RHINOROOF F 15215- Approved for use outside HVHZ: Yes A2,pdf Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FLIS216 R2 AE 2015 04 FINAL ER. INTFRWRAP RHINOROOF F t 1F R2. Ddf Created by Independent Third Party: Yes Contact Us :: 2U1 Blair Stone Road. Tallahassee FL 32399Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrlght 2007-2013 State or Florida.:: Privacy Statement :: Accessibility Statement :: gerund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this. entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have. one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Todetermine if you are a licensee under chapter 455, F:S., please dick here . ' Product Approval Accepts: be Ch ct Credit Card Safe I bttp:/ hvani,.floridabudding.orglprlpr_app_dti.aspx?param=NYGEVXQwtDgv3y V V K]Z 1QR Adliyl2uSkQGQyIjaHLVeiopV S.N,xwSdCoQ%3do/a3d[824RO1Z.1:57:59. PMI . . 0 fRINI ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT ##13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-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 5th 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. Trinity ERD requires a complete reviewof this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl 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: Jam! Robert J.M. Nieminen, P.E. Florida Registration No. 59165, Florida DC4 ANE1983 OF 1 ^ s........ The: facsimile seal appearing was authorized by Robert Nleminen; s4 _. r-N *-', ' P.E. on 04/27/2015. This does not serve as an electronically signed todocument. Signed, sealed harcicopies have been transmitted the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity ERD does not have, nor does It Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity 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. IN TRINITY 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 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 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 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 ll felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use 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 AH1 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 RhinoRoofU20 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 If or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report I40510.02.12-RZ Certlficote of Authorization #9503 F1.15216-112 Revision 2: 04/27/2015 Page Z of 3 I TRINITY ERQ 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 FBC 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. 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 QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: intertek Testing Services NA Inc.-ETL/Warnock.Hersey —QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization N9503 Evaluation Report 14051D.02.12-R2 FL15216-RZ Revision 2: 04/27/2015 Page 3 of 3 FTRINITY I ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance:02/17/2012 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 5t11 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. 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 3. Prepared by: S '}4N c rtQ r Robert J.M. Nieminen, P.E. rdov u, Florida Registration No. 59166, Florida DCA ANE1983 The facsimile sea I appearing was authorized by Robert Nieminen, P.E. on. 04/27/2015. This does not serve as an electronically signed document Signed, sealed hardcopies 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither 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. TR1N1_riIERD 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 1507.2.3, 1507.S.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, 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 (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) 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 Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use 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;CIPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof 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 D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization g9503 F1.15216-112 Revision 2: 04/27/2015 Page 2 of 3 1 i i TRINITY! 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 nal-ith 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 FBC 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 QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey— QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design,LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization N9503 F1.15216-112 Revision 2: 04/27/2015 Page 3 of 3 4/28/2017 Florida Building Code Online BCIS Home ! Log In User Registration Hot Topic Submit Surcharge Stats & Facts Publications. FBC Staff j BCIS Site Map Links Search b t Y ' u' Product Approvald,,$%k USER: Public User at` Product Aooroval Menu > Product or Agpliration Search > Annlication -Ist > Application Detail FL # FL3792-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext361 acarter@lomanco,com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:llwww.floridabuilding.orgfprlpr_app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk%3d 113 412812017 Florida Building Code Online Date Submitted 09/ 30/2015 Date Validated 10/ 06/2015 Date Pending FBC Approval Date Approved 10/ 09/2015 Date Revised 08/ 16/2016 Summary of Products FL # '+, Model, Number or Name 3792.1 135 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. 3792. 2 1730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/ A Design Pressure: N/ A Other: 1. Refer to applicable building codes for required. ventilation. 2. Lomanco', s Model 730,750,770 Roof Louvers, shall comply with applicable building code. 3. Lomanco's Model 730,750, 770. Roof Louvers shall not be installed.on roof mean heights greater than 33 feet. 3792.3 i 750 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/ A Design Pressure: N/ A Other: 1, Refer to applicable building codes for required ventilation. 2. Lomanco' s Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 i 770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/ A Design Pressure: N/ A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco' s Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet, 3792.5 i 770D 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: Description Aluminum Roof Louver 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 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.odf Verified By: Miami - Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602,02,odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Series NOA 11- 0602.04.pdf Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions FL3792 R8 11 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:odf Created by Independent' Third Party: Yes Aluminum Roof Louver 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 11-0602,04.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Series NOA 11- 0602.04: odf Qua lity Assurance Contract Expiration Date O8/16/2016 Installation Instructions FL3792 R8 II Lomanco700Series- 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.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792_ R8 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R8 II NOA 15-0709.09,odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports https://www. floridabuilding.orgtprlpr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk%3d 2/3 4/28/2017 Florida Building Code Online FL3792 R8 AE NOA 15-0709.09.Ddf Created by Independent Third Party: Yes Contact Us :: 7601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your 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 mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275(t), 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 emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you donot wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: errs _ 1.. Credit Card Safe httpsllwww. floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEk7oGQ6zyYnmk%3d 313 MIAMIEM DARE £ MIAIII-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miatni, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.niia.mida(le.gov/bifildiiif_, Inc. 2101 West main Sheet 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 AH.J). This :NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Mianu 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: "Mianu-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 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 Inay 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. I -lie submitted documentation was reviewed by Alex Tigera. Wlff` r APPROYED" NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Catet!orv: Rooting Sub-Categorv: Ventilation Material: Alununum 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 SuBmi mt): Test Agency/ldentifier Name Report Date PRl Asphalt Technologies, hic. TAS 100(A) L01\4-011-02-01 04/05/06 NOA No.: 11-0602.02 M aMi oAoe courrrr 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 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. Carefirlly 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 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 'h". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LImrrA'.I'IONS: Refer to applicable building codes for required ventilation. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomarrco, hie. 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, shalt 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.: I1-0602.02 Expiration .Date: 08/t7/16 Approval Date: 08/.17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART # ' j'F )FSCRIP 11C:,N MA 1 LIRIAL I W i, 0201 -50! 1 D"'WE C52± 002.5 X' 28,50 X 28.50 50,05-0 AL 11) 021 - 502 2 BASE 032--002`5 X 20 X 23 55'J5-0 AL. I 1. 8 0201 -5^-3 3 1 01' 19-50 5005 )±.0025X19.50 X .1-0 AL 0410-'-, 01 4 3 RACKC1. 16A, X 1.250 X 7-580 CALV. Sil"LL J95# 0 201 -- 50" X 4i-i/BX8 ME. .H P. eM KOTE I 40M' 6 t2 IVF T 3/16-0 X 7/32 OVAL HD, Af 1405000281 7 3 1 I X1/2 h%A!WHD T'i?-k4 fS'* ZINC PLT qju END OF THIS ACCEPTANCE NOA No.: 11-0602.02 r caMaaaoccoMUNTY Expiration Date: 08/1,7/16 Approval Date: 08/17/11- Page 4 of 4 MIAMI DADEJ MtANII-DADF, COUNTY PRODUCT CONTROL SECTION BULLDLNG AND NEIGI(BORROOD 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) wsvw.miamidade.gov/building/ 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 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 faits to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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", unlessotherwise 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 tennination 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 1 through 4 The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0662.02 Expiration Date: 08/1.7/16 Approval Date: 08/17/11 Page i of 4 ROOFING COMPONENT APPROVAL. Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR. LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thcrmostat with a alUminUm hood. Vent MANUFACTURING .LOCATION 1. Jacksonville, AR EVIDENCE SUBIITITTED: Test Auencv/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-0662.02 MIAMI DA.DECOUNTY Expiratiou Date: 08/17/16 1 k Approval Date: 08/17/11 Page 2of4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen. location and centered between two roof ratters, 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 baseof 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 %". 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, 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, Lomancoo12000 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 913-72 of the Florida. Administrative Code NOA No.: 11-0602.02 MtaMi oaoE MUNTY Expiration Date: 08/1.7/16 Approval Date: 08/17/1.1. Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART 4 T F:.A,4 I DJ "ON ki 41 i1RAL 1,1A I W1rEQ ! ( I 0 201 - 50 1 ; QY c 3.25A6,321.0025 X 28.-.),) X 28.'-0 KC-5-0 AL 0201 -502 El A Sr-- 032±.0025 X 20 X 23 50'05-0 AL 1. B." C,'# 0, 2 0 1 -50 3 0191-.0025 X 19,50 X 19. 5) 500 5 - 0 AL 913 0 410 E-.!,) 4 1 16 C;A. X 1.250 X 7,580 CALV. SiElL 19 1. 2 -51) 7 5 i SCH.-EN, 28 X X 41W,'-8X8 Rl VF. I 3116lb X 71132 OVAL H.U. AL 1405000281 1 3 1: SCREW 1.1 Y, 1 /2 HWULID -;,PEM -AP" 7INC P[-T END OF T11-11S ACCEPTANCE Wall-, LIMMIAPPROVED 1 - WD NO No.: 11 -0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 MIAMI DADS rK M(ritYII-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORROOD 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.ntiamidade.!4ov/building/ Lomanco, Inc. 2101 West main Sheet 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 Al IJ). 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 AH.I 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: "M.iami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered. after a renewal application has been filed and therehas 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 tennination 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 1 through 4 The submitted documentation was reviewed by Alex Tigera.. NOA No.: 1.1-0602.02 Expiration Date: 08/1.7/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Catelzom Roofing Sub-Cate2ory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" r 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 AlTencv/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11,0602.02 MUNTY Expiration Date: 08/1.7/16 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 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. l" from the outside edge of the flange and I" 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 U IITATIONS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, 'Lornancool 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. 5. All products listed herein shall have a quality assurance audit in accordance with the .Florida BuildingCode and Rule 9B-72 of the Florida Adnunistrative Code NOA No.: 11-0602.02 Uh1TY p ' Ex tion Date: 08/1.7/16MIAMIDADSCdna f Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancoot 2000 Power Vent PART ,{+ i"?E{. I REO DE `zC.RIPTIii V fJr t. I2.R!.^,I_ UAT 4;'1' 7--- — -- ......- 02 1 .0 1'vrF 032±,0025 Y 28 ). X L C o05 0 "'! 2iO1 0201 502 2 1 3AbF 031,. 0025 A 0 X 23 5ih15--0 At 020 `3 I I RA NSI 11.D 01 1.0025 C 19.50 ri 119) i0'5-0 AI_ 131'j 410SU+. A B? .CF'_T u GA. X 1,250 Y. 7.580 GALV. P EL. 28 t 5 X -1 r i)<8sf: 'i PFRIM A—KOIF 141-)4uG. 1165 E. i CIVET 3/11Er: X 7 32 0 I rlD, AL 14D50CD: 81 3' 'A I I 14 X 1/2 HWI,IHi. ., DJ 'A.0 7.INf. PI,T i rP END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MUNTY Expiration Date: 08/17/16 r + ApprovalDate: 08/17/11 Page 4 of 4 4/28/2017 Florida Building Code Online BCIS Home , Log In User Registration I Hot Topics ' Submit Surcharge I Stats & Facts { Product Approval USER: Public User Product Approval Menu > ProdUct or Application Search > ApnlRntion List > Application Detail FL # FLi58-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Publications 1 FBC.Staff I BCIS Site Map. i. Links ; Search Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Perrino Address/Phone/Emall PO Box 24567 Tampa, FL 33623 cparrino@castcrete,com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CEP Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year AC1 318 2011 ACl 530 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl'/o2bT71 %2fF192gnRzH Nulcgj 5pgLXkU 6gp/o3d 112 4/28/2017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 Summer of Products FL # Model, Number or.Nam - j Description1 — 158,1 High Strength Concrete Lintels j 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R8 C CAC NOA 14-0903.03.Ddf Approved for use outside HVHZ: Yes i FL158 R8 C CAC NOA 16-0126.03,pdf Impact Resistant: N/A Quality Assurance Contract Expiration Date. Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load i FL158 R8 II NOA 14-0903.03,i?df FL158 R8 II NOA 16-0126,03,Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: Ma I Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law,. email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public 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: W® 99 RE Credit• Safe SCC€lYllj RIETRICS'! F-_ httpsllwww.fl oridabui Iding.orgJpr/pr_app_dtl.aspx?param=wGEVXQwtDquegl %2bT71 %2fF192gnRzH N ulcgj5pgLXkU6g%3d 2/2 M (AM I,DADI NIIANLI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTNIENT Or REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADA-MffSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w"vw.mNmidade;eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miatni-bade 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 Parritio, 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 munber and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATWG: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 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 Ifelmy A. Makar, P.E., M.S. NOA No.14-0903.03 MIAMI•DAO+ COUExpiration Date: 09/11/2018 t ti r/ d Approval Date: 10/09/2014 2. o l4.. Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-060:5.04 A. DRAWINGS 1. Drawing A'o. FD4612, titled "Precast and Presh•essed Lintel Details", sheet I of 1, Prepared by Craig Parrino, P.E., dated 1llcrrch 24, 2003 and DrmvingNo. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Scife Load Tablas'; sheets 1 through 3 of 3, Prepared by Craig Pco-rino, P.E., dated Alarch 24, 2003, last revision #1 dotted April 28, 2003 both drawings signed and seated by Craig Parrino, P. E. B, TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Pr•eccrst Concrete Lnrtels Filled and Unfilled AlodeIs, total of (13) concrete lintel specinrell.s, per AS'Titl E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by C10stoplrer A. Hamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations fim, Cast-Cr'ele Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D, MATERIAL CERTIFICATION: 1. Qualiy, System Hanital for Cast -Crete 11achbre Alade Precast Lintels remised on Alai' 1, 2002. 2. Cast -Crete Quality System Alfannal,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details", street 1 oJ' 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and Drmving No, LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I thmugh 3 of 3, prepared by Craig Parrino, P,E, dated A/arch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. 1), Aliami-Dacle C'otorty Building Code Coml0ance Once. E, MATERIAL CERTIFICATIONS 1, None. Heltny A. Malcar, P.E., M,S. Product control Unit Supervisor NOA No. 14-0903,03 Expiration Date.: 09/1I12018 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 I of 1, prepared by Craig Parrino, P.E., dated kfareh 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables "' streets l through 3 of'3, prepared by Craig Parrino, P.E., dated iWarch 24, 2003, last revision dated rllarch 11, 2008, all signed and sealed by Craig Parrino; P,F,., on Alarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. drone. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory.1 fairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, clated February 03, 2012, signed and sealed by Craig Parrino, P.F., certifying compliance with the Florida Building Code, 2010 Edition. d. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None, B. TEST'S 1. None, C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Allami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Noire. 4r 101fny'A, Maim-, P.E , MS. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09111/2018 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'; sheet I of 1, prepared by Craig Parrino, P, E., dated March 24, 2003 and Drawing tl16. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sctfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P,E., dated Harch 24, 2003, last revision dated .Time 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, dated 0811912014, pages 14.201 through 14.236, Prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, AE. D. QUALITY ASSURANCE 1. By llftmi-Dade Counh) Department orRegulatmy mid Economic Resources (RIsR). E. MATERIAL CERTIFICATIONS 1. None. P. OTHER 1, Letter from Cast -Crete USA, Inc., dated flugust 19, 2014, signed and sealed 43' Craig Parrino; P.E., terming compliance with the Florida Building Code, 2014 Edition. Ye..- . lHei . attar,l',E„ IV1.S. Product Control Unit Supervisor NOA No. I4-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 d kZT- HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "B" TYPE "A' STIRI II II II S II 5" "C" SPACING I"C" SPACING. 5" t 4' A" BOTTOM STEEL LENGTH 1 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL tY P0. CAST U-LINTEL l2" PRECAST f/ 2' RECESS BOOR L IINTEI. 6' PR CAST U-LINTEI 4' SOLID LINTEL 3 6 8' S S R' t1 3• iT 5.8- 4 I B / 3/41 16• 6 1/4' f 16'1 3/4' 8 1 12 5' 1 2 8 r•a• rn4•y 4 ' srasol[nwmicenor1T[n n 7/aiY a uuAaat .0auupun 5nR4tIPs F/aa• ]/sss w srswx ]/axv w:Hoursanunni a1 .. r Menu u loa"uR n spEwalaun I m As s RlolnAR aEd u", Ale • Io. Iwlalttnc •e• 6nxxuPs rAa a '" x'RanRxuvs _ '; 1/4 J 1/8• 1/4 n ]/ 1R B E 4' ?Li 7 16 B J {- 1/16 A" SOLID IMTEL. B' PRECAST U-LINTEL 12' PRECAST / ' RECESS U-LINTEL 12" PRECAST U-LINTEL STIRRDP .. rrN 1?-I' 4" SOLID LINTEL DATA TABLE IEHGIN flGNFOACIN6- I.ElIBTN 2) /3 REBAR'li 37-8- ERAR I -11- 4 -fi' 2 13 RLUAR I 4 -S 6•_ • A 2 3 REBAR Ir8•-' ' 6'-6- 6" PRECAST U-LINTEL DATA TABLE 1=90 ES3fammi 1 F7mEmm O iT1Z.71' Cl1 vE1 lE$?ir9nO rmmDEFall 7J+1C23MilFi1 7SIrQiS L7a'901 11IIli111=111mr$7rjjl=r2 mlr0S01 1Ffl%1611 i R E9,E.:iii LlElaiiill NEW ®® m rrter l rrlaranli' lm rrizirD$m1r,Imm s® I F1.LL3 t[l1 IiT:i EO 6a®r Tmmrclms em 12" PRECAST U-LINTEL DATA TABLE lumm c a D,r al'a ARM rrlm mmrr m¢]GiO 1r1lr 1amm1rrl mC'Sir1 5' F0 asr me)rr slsa mmrEmus 12" PRECAST W/ 2" RECESS DOOR _U-LINTEL_DATA TABLE m.tT FFTA ET n»mcllarl.:® I'LAN ISiilDl,l 7T 6 I/tif'ST•Fii'fi LR• 3iii3\ rrrE 77;; u.1 1i r•.r"^'" cla'SrECaA olxr rsAar_asa'A Fvs2.ayar2¢6 vno cmtl lKmr 0.umfkaduu umwmrimivaa E61eaa jaarccrrzncuarIriCoi78. i7Vfr-7iStd7rF TA asAIllFIc FVATWrm=F2rWE66 S:saFliilA6l7T'rf36TiC Ct9 i&Ili[ II1 ilE li i0 1 Cl3IIL4igiW5 PROPRILTARY NBOAYATION 16 PROMEO FOR PRODUCT -APPROVAL IT IS PROTf.CTFB R'f COPYIICM UN5 AND CANNOT BE REPROWCED OR DISTR16I1TE0 Ir11HOUT nlE IRkIR WAIITEH CONSERr CASF-cREtE USA. INC. GENERAL NOTES: 1. AEWFOACINO SIEBL• 7/32 RAN'ASIY ASID: is, 64, ANR 63 RERAA :4 STRUPINO SIAENOTHI R AND l2. INCH UMEIE - am Ftl ORAOE 6A .. NIJ & mom THE IOUL NOHAER OF SRAAUPE RtOUIREO ARC Coo— 6TA R. 2. CONCRETE EIIIEKO— r. " 60DR PSI FOR All E INCH AND f2IACH r— Gm No OF THE RDNEORCIHO CACEt FOR R to - NO. OE PAECAST MlilnA/ t'. - aDOD PSI FOR A INCH MIRn31 SMNRUr3. a. THD1 THE RE.Kmk000x CARE FARAw.w NOOn'6HDt6. 3. ROT1011 STEEL SHAM RE CUT DAtf ONE INCH IOU —N FATH DO A EDRAIIPE FROM EACH DO, ON A ANO li INCH UMM ATTU EIAIPNNO FROM FORM. GEN • O d 0.4 S T 9F pAODUCTIit: ill ItwTFIB: ice, Ds CDmPlyingwIdawR« n l4-o 3 E II TOR OP/.( v CRAIGPARRINDa_L 6324 CR 579 6C;;A; +` 6rSFF, fLEP.ENEC.NO3a47m 1ff1E= PRECAST AND PRESTRESSED LINTEL DETAILS FILE WE: 01$UI4-16 DRAWN BY. 1ORAN ARRADD SCALE: AS SHQ'Kd DATE: 1/ 2//03 CHECKED Oft CRAIC PARPINO, P.E. DRAWDIGT ED4612 SHEET: 1 OF I GENERAL NOTES i} Molerids: r, 4" precast futel =. 3000 psi re 0• & 12 prescast fhlcl - 6000 e1'C grout = 3000 ps li h marimum Js/18 into aggrtgolo Concrete masonry units LCUU) ppeer ASIM C80 wiN minimum net area cotnpressire strengthh - t9DO psi rabar Per AVM AM Cade 60 mortar per ASIM C270 type M or S 2) All sate load tables based on minimh.. 4 inch nominal bearing. reception; Safe foods for lintel 2 e 6US, 12UB o d 12RU6udbe, reduced by 8R if bearing length is less than 61/2 inches. 3) Provide fug mart., bed .and hood joints. 4) The number in parenthesis indicates the percent rcducisn for grade 40 field added reber, yw/ 149 radudroo 4 142Esafe 122E pit 147R1W 5) All lintels meet or mood L/360 de1l.9Lp. F-entioB; UnLel typo 6FB & 12FS 17-4- & longermeetsor .seed L/180 deflation, Use is Umiled to candifons ""Li'?y the Florio Building Code section 1604.3.1 os aPpli. to. 6) Stara filled lintels us mgabad. 7) a solid lintels to be imlpiL"d w/ 4r dimension horizontal and 87 dimension vertical. 8) lasta9a0on/attochment of Intel cowl campy with the orchlteclural and/or et—w w doamenb. 9) The designer may evaluate concenboted foods frown the safe food lobtes by w1culaling the maximum resi<Ung moment and shear of d-owoy from the face of :upp.,L 10) N.R. - Not Rated 11) Bottom fold added mbar to be located al the bottom of the UnW cavity. TYPE DESIGNATION r r . num canal amour / u - seaum r°rroi+a r+i¢uerc 12F16-28/2T wow-smxJ J Lauvmr or is fs arose Ar IaP vs : RtaMmra; IrunnsU1R9rRlirm6' nRia$ 1p•cue N 5 aleA4Ar Poo It' QD)) Wmm aor n78. KZVQmBar1U1 avaaiflc. avr"j 115 - ACTUAL 12' NOMINAL. 1'JIOTH 12) B' & 12- Unletore manu(adumd with 5-1/2' long notches al the ends to occamodate ere 11W cell reinforcing and grouting. 13) Ttle a deror sudoce of lintals installed in exterior concrete mono% walls dwll Nova a ling o1 sW<co applied in accordrov ance with ASTIRC-920 or other apped cooUng. coa 14) lintelsloaded shohon—sly Milk v.ti,ol1jg= or u gl end horizontal (bterol) toads shoNd be checked far the combin be xg with the fall sing equalarn Applied ere U el load + Appliedhorizontal Is. S IA Sofa v.U. 1 load safe horizontal bad 15) For composite filet he*t. oat shown use sale load from next lower hugbt ehawn 16) For lintel Mnglhs not shvn,'uek safe load from nad longest length shown 17) Sofa loads we superimposed allowable loads. 18) Seta bads based an national design analysis per ACI 530 W ACI 318. 19) Addifanol lateral food capacity can be obtained by the des'ynor by providing additional r Warred concwte masonry units (RCMLt) above the Unt<L see sketch below: 1/2' C1R a• 4S8 SEE SkFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDMONAL REINFORCED CMU (RCMU) FULL COURSE j5 REAR FOR 6' UNIELS 15 RERAR FOR 12" LINTELS D or GR50 SAFE LOADS FOR 4" SOLID LINTELS 444s 44— GRAVITY TYPE LENGTH 458 3'- 6" (42") PRECAST 1180 4'-0" (48") PRECAST 959 4'-6" (54") PRECAST 789 5'-10"(70' PRECAST 460 6'-6" (78") PRECAST 360 7'-6" (90') PRECAST 260 9'-e (I 12') PRECAST 1.56 PRECAST 116 12UB 4Ai7k4RY7'i UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y-6- (42") PRECAST 687 371 4'-0- (48") PRECAST 597 320 4'-6" (54' PRECAST 529 258 5'-10' (70' PRECAST 407 148 6•-6" (781 PRECAST 366 118 7'-6" (901 PRECAST 280 87 9'-4" (112") PRECAST 187 55 PRECAST 152 43 12F8 12F12 12F16 6U8 6F8 61` 12 6F16 TT s: ,j a e-";;. -' 12F28 12F24 12F20 mnPlying MIll he Fro, -id. F = DUNding Cade e • • • . ' 7/ "CRAIG PARRINO Ampfxnca AJa !¢ - c p3 , 07 c,• _ VJ, P. lralian Drl;oo O 111."'"' \,` 6324 CR 579 .D•y, 1 6F32 6F28 6F246F20L``++ P.E C o_ " ode'ei`nun j^ J ENERAL REYI51011 4r25/0E ( EMEtER OFww I ,:CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 6 122 1 FIT[ tWIL• OBSUBS-I4 DAAHN M. JONAN ARNAUD I TAME CHANGE 3 11mwr _ j CP CEN[ RAL REVISION4SCAIFN.1.5. LClK:k '/ —FATE_ 3/ 24/03 C1ICCKED W.- CRUD PARRIND, P.E. REG R0, 44756 __ DRAW . NO, Lf4612 SHECI I OF 31 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS SAFE LATERAL LOADS FOR 8" PRECAST N-LINTEI S SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4tre SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-186F12-186F16-1BBF20-186F24-186F28-1BBF32-1B S-6" (42') PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (48") PRECAST 2025 2313 3892 5050 6148 7227 8297. 9357 4'-6" (54") PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10"(70") PRECAST 1067 1260 2198 3557 5734 7227 82971n'r 8225 6'-6" (78') PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6" (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4" (112') PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(126'1 PRECAST 503 566 895 1.270 1706 2235 2898 3747 11'-4-(136") PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(144') PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4"(160') PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0-(16B-) PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4"(208") PRECAST NR 299 455 620 794 985 1198 1437 f() THE NUMBERS 1N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD.ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 4_SAFE r LOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (48") PRECAST 487 787 445 4'-6" (54") PRECAST 416 509 344 5'-10" (70 PRECAST 300 350 19B 6'-6" (78') PRECAST 263 496 157 7'-6' (90") PRECAST 222 367 116 9'-4" (1121 PRECAST 173 352 74 10'-6-(126") PRECAST 151 275 58 11'-4-(136') PRECAST 139 311 49 12'-0- (144') PRECAST 131 277 44 13'-4' (160') PRECAST 117 223 35 14'-0-(168') PRECAST 111 202 32 17'-4'(208")'PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 Ic-m-4-m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-17 6F12-11 6F16-IT 6F20-IT 6F24-IT 6F28-1T 6F32-1T 3'-6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (48') PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6" (547) PRECAST 1083 1592 2084 2577 3069 3562 4055 V-10"(70') PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437{,1 1777 2117 2457 2797 7"-6- (90 PRECAST 6481 863on 1249114 15441.1 1840161 21351) 2431 9'-4- (112') PRECAST 575 571L 980 1252 1492 1732 1972 10'-6'(126' PRECAST 514 46201) 787 vA 112113M 1336 45511 1766 ll'-4"(136 PRECAST 474 404RI) 685 „ 985 12131u 1442 1645 12'-0'(144')'PRECAST 454 367n) 619 888 1093 Rn 12,99 1506 IS-4- (ISO-) PRECAST 402 i 308 n) 516 735 906 1076 1247 14'-0'(168') PRECAST 368 285110 475 677 832 989 1145p 17'-4"(2D8') PRECAST 253 208 338 476 585 IN 693 803 Of) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 IAIG PARNNO W4 CR 579 NEA,FL 33584 PRODpCFttiiVh'1'D Build, WN'n& wilh tlx FTutEA nS Codn l2virwiw—a. _3.cg MEM6ER OF I nnF:CAST—CRETE 4" 6" & 12" LINTEL SAFE LOAD TABLESIJCEV42803 1 + J NAN C 3 0 , ,. 1 C G N RAL EVISION 6 19 f4 t `_,-;,,, FlR MANE: LBSU98-11 OAAWX RY: JONW 1RXW0 SCALE. H.T.S. DATE: 3/21/03CNFCIIED BY: CRND PARAIR0 P.E. - RED RO 447561 DRAWING:10 L74R12 STEEL 2 OF 7 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 -41mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE i2U8 1218-2e 12F1-28 12F16-26 t2F20-26 12F24-28 12F28.26 12F32-28 3'-6" (42") PRECAST U28 5000 5838 7619 9352 11060 12755 14438 4'-0" (48`) PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54') PRECAST 2396 3464 53D4 7619 9352 11060 12755 14438 5'-10"(70') PRECAST 1612 2320 3218 5234 8487 11060 12755 1443§,, 6'-6" (781 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 7'-6- (90") PRECAST 1138 1628 2131 3218 4676 6756 9763 1352! 9'-4- (112' PRECAST 795 1215 1535 2230 3083 4167 5593 7552, 10'-6"(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(136') PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0"(144') PRECAST 456 878 1 1073 1513 2020 2617 3333 4206E IS-4-(160') PRECAST 359 767 926 1294 1709 2188 2743 34090 14'-O'(168') PRECAST 321 7200 865 1204 1584 2017 2451 3106L„ 17'-4-(208')PRECAST N.R. 451,; 631 (14 881U 1141t 1428, 1750t, 2102P 19'-4` (232") PRECAST N.R. 3431, 477,700 O 925 D, 1152 1380(Vl 16091, THE NUMBERS IN PARENTHESIS ARE PERCENT REOUGDONS FOR GRADE 40 HELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/2" RECESS DOOR LI-LINTFI R 4MIT-4mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH____TYPE 12RUS 12M-28 12RF10- 12RFI4- 121FIB-1 IM22- 12RF26- 12RF30- 4'-4" (52 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6" (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8" (88-) PRECAST 1347 1841 3555 6395 9640 11669 13679 1567RR 5'- TO- (70") PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6'-8" (80") PRECAST 924 1430 33 4415 6884 10354„ 12574, 1480Q 7'-6" (90") PRECAST 703 1203 57 1451 3494 5259 79220 962Jt, 1132 V-8- (1161 PRECAST 389 843 4 2157 3203 j 44271, 5417E11 63801 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REMIIDN5 FOR GRADE 41) FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FOR 49" ORPT:6QT I I_I IRITFI Q SAFE LOAD PLF LENGTH TYPE 12UB 12FB RCMU S-6` (42') PRECAST 1295 4841 393 4'-0` (48') PRECAST 1295 4841 2994P 4'-6` (W) PRECAST 1049 3922 2417,4 6-10-(70' PRECAST 681 2547 155 6'-6- (78") PRECAST 579 2167 1234, 7'-6" (901 PRECAST 474 1771 914,m 9'-4" (112") PRECAST 355 1326 580, 10'-6"(126-) PRECAST 306 1143 454D4 l l'-4-(136') PRECAST 278 1041 388p4 12'-0" (144") PRECAST 250 971 345, 13'4-(160-) PRECAST 229 857 278 14'-0"(168") PRECAST 216 809 251 cm 17'-4-(208") PRESTRESSED. N.R. 1 53-3 162D4 191-4-(232") PRESTRESSED N.R. 1 534, 130D UGY l 11- 10 SAFE LATERAL LOADS FOR 12" PRECAST wl2" RECESS DOOR U-UNTELS Cam/ SAFE LOAD F LF LENGTH ---- 4'-4- (52') PRECAST 4'-6 (54-) PRECAST 5'-8" (68') PRECAST 5'-10" (70') PRECAST 6'4" (801 PRECAST T-6" (90') PRECAST 9'-8" 016' PRECAST SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER OF Hsi.\ SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4_T14- SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12F6-2T 12F12-2T 12F16-21 12F20-21 12F24-IT 12F28-21 12FJ2-27 3'-6- (42') PRECAST 2752 4287 5613 69M 6264 9589 10915 4'-0- (48 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(70') PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (78') PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-6- (90-) PRECAST 1267„ 1767(lo 2583, 3194 380601 4417 5028 9'-4' (112') PRECAST 10281r,1171 O 2006 2590E 3087 3583 4079 10'-6'(126 PRECAST 920 D4 947 , 1612E 2281U, 2764E 32090 3653 it'-4-(136' PRECAST 858 pl, 829 1404D 1982(al 2441w, 2902 3364P, 12'-0-(144') PRECAST 814 753 ,1 1269D 1788 MIT, 2616A 3032D 13'-4-(160-) PRECAST 678 j 633PT 1057 1485,j 1826 2169 2513E 14'-0-(168') PRECAST 622 iL 586 m 974 1365111 16790 1993D 2309 1Y-4"(2087 PRECAST 434E 427 „ 695,964, 1182E 1402 • 1623 19'-4" (232') PRECAST 366 t 37014 593 fm 817 D 1002E 1187D, 1372R I) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONSTOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS t--- 00. SAFE LOAD -POUNDS PER LINEAR FOOT 2RU6I12RF6IRCMUI LENGTH 1_PEI12Ri6-2T,12RF10-21I12RFu-21IINIO-21 12AF22-2112RR6-21It2RF30 12951369212581, 41 14'-4- (52') PRECAST 11626 1 26B5 13746 14806 15867 16928 17969 12131345812417t,, l 1 4'-6- (54-) PRECAST 11558 12582 13602 14623 15643 16664 17684 784 1223611650R4l 1 5'- 8" (68') PRECAST 11210 12042 12850 13658 14466 15273 1 6081 747 12129 11552,I 15-10" (70') PRECAST 11173 1 1984J 2769 13553 14338 15123 15908 602 11716 11170,1 1 6'-8- (Bo) PRECAST 1 1020141 1538,1 2426J 3114 13802 14489 1 5177 504 11438 1 914Q41 1 7'- 6- (90') PRECAST 1 90414 1226 p11.2163, j 2776J 33901d 40D3 I») 4617 III') PRECAST 1703P d 77110 11472D, 1I 218l(, 26631, 3145D 3628, NUIt 16 NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR U . •• ENS'• 40 FIELD AIDED REBAR. SEE GENERAL NOTE NO. 4 447 PROIN)E,Tg, it tho m oalGp7 C.40,ilh Ih I'Lmdn Wviding Cudo T•, 7 E F : ; Aaxptmuc no 0 0 0 3 P nwb 1 CRAIG PARRINO 6324OR579ailse / 8 4 dALE;.•` WFNsm, 4+ L 33584 I uR PL. RFLILTCA&414756 TmL- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES IRE HUE, OBSUBF-14 OFAWN BY: JONAI ARNAUD SfdLF: N.Ts. DAC: 3/24/03 I CRECREO Sri CRAG FARRIRO, P.F. - RED. NO. 44TZ41 ORAWIHG NO. LT4611 SHEET 3 OF S MIAM I-DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 t805 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.govleconomy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPES 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 theapplicable 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 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, there 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 shal l 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. MtAMI• DAbE COUNTY NOA No. I6-0126.03 F Expiration Date: 05/21/2017 Approval Date: 04/28/2016 Zo/ 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 I of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P. E, B. TESTS 1. Test report on 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 11111196,'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 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4, Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196 for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report 958-A66332 dated 01128196 far #4 rebar by Birmingham Steel Cofp. 7. Mill Certified Inspection Report 984-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196 for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. El* y A. Makar, P.E., M.S. Produc tronol 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 #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 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], 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: L 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 Alfachine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. l(Whik 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-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. ByMiami-Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, R 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. B9956 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 I. 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details`; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1 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. 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-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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H915if 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-5 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRET±EE LINTELS PRODUCT RENEWED R0mPl7in6 with the Florida BldlI Cndc AacPlmLv N016 -o Zb Uon Dxlcot/ -1 / BY I Do' a r Ct O4mtroll PRECAST W/ 2" REC SR DOOR I- INT R" PRECAST U-LINTEL R" PRESTRES"ED 0-LINTEL L E "A" STIRRUPS 2'0 B RS M 6 1 - 8" LINTELS STIRRUP DETAILS SGIE, X.T.S. L7/ 32"d BAR STIRRUPS TYPE "B" STIRRUPS M 8" LINTEM e" STIRRUP DETAILS SCAU, N. 8" PRESTRESSED U-LINTEL DATA TABLE VOCTME WF[1DN7 S1EESIZEP CTN L CT SPACING nuu 14-8" 0,1341 542 17 32 BAR 1 1-3 7 32 BAR 14--6" 4 0 3'-O" 9 15'-4" OadO 567 7 32 BAR 1 -3" 32 BAR 15 -Y' 4 0 3 -2" 9 17 -4 0:158 639 7 32 BAR 1 -3 7 32 DAR 17 -2- 4 0 3'-8" 9 19 -4 0.178 713 7 32 BAR 1 -3" 7 32 BAR 19 -2' 4 0 4'-2' 9 0.194 787 7 32 BAR 1 -3ib -D 7/32 BAR 21'-2' 5 0 3•-8' 3/4" 10 22'-0° D.200 el t 7 32 BAR Y-S 7/32. BAR 21'-10" 6-0 V710 3/8 10 2{'-0"• 10.219 8(ib 7 32 BAR i -S 7/72 BAR 2S'-10" 6 0 4'-3 1/8" 101H _0 8" PRECAST W/ 2"RECESS DOOR U-LINTEL DATA TABLE LINTEL LENDTN LECE55 VOEUNE W IBGHT E ELPi NGTH rAcwR 5n""rs 2'-8" 4" 3'-0' O,DYT36 146 3 REBh0. 0 7 32' BAR 3-2 NIANA 4 3'-0" 4'-8" 3-4' 0.037 160 3 REBAR7 32 BAR 3-10 N A A 4 -0 5 -B 4-4- 0.047 7 32 BAR 5-0 6 5-10 4-a 0,043 R B 5^2 H A 6 5:-W; fi -B 5 -4 0.054 3 6 -0 N 6 7'-8" 6'-4• o.060 243 4 AEOAR 3 RE R 6'-10" N A 6 8 -0 B' -a- W-4'- 0.078 310 4 REBAR P3 REBAR 9'-0" Trrs •A• moors au Rrrsss uans mL •s• srvmvs uL BtIMA uxrw nrL •A' snunrE_ L.i• io•Sin . W'. LINTELLIMELR INFORCIHC LACE FABRICATION MODEL ' 1RR uIt. W_ 0/ 7 nr ' inruraw» TMs oUo s s w rm PRESTRESSED I / I i :• Y1 i• UNTEL REINFOR['NO CAGE. FAARICATION MODES B" PRECAST U-LINTEL DATA TABLE LSI2EL VOETU,"E Wfl95 E 0 sTEO. r4caro s s s: PE3'- S" 1 0.032 126 3 REBAR 3'-5` 7132 BAR I 3 -2"• A 1 4 4- 0' 0.057 144 1 13 REBAR 4'- 6" 0,041 18Z 11 3 REBAR 4'--5 7 32' OAR 4 -2` N A 4 6 - 4 0.049 2 RED R 5- 7 32 BAR b -0 N A 6 5- 10 p.OS4 R 7 12 BAR 6'- 6" 0.060 134 4 REBAR e'-6" 7 32 BAR C-2" A 6 7'- 6" 0 069 270 4 REBAR 7'-6" 7 32 BAR B'- 4" o.bR 336 4 REBAR 9 -S" S REBAR 0. 095 378 4 REBAR 10'-5" 3 REBAR 10'-2° 2-0 11'- 4" 0:10 408' S REBAR 11 -3" F3 REBAR 11-D" 3'-0° B 12- 0" D.ltO 4 2 5 REBAR 11 -1S 3 pEBAR I1-8 3-0 e 0, 122 400 5 REBAR f3'-3" S pEBAR 13'-0" 3-0 B 14- M4 5 REBAR 1. - 3 REBAR 13'-0 3-0' 0. THUS - PROPRIETARY INFORMATION 15 1 110'"0E0 FOR PRODUCT APPROVAL. 17 IS PROTECTELAWS AND CANNOT D BYCOAYRICHTTBEREPRODUCEDOR DISTRIBUTED VATROUT THE PRUOR VIRITTEN CONSCRF OF CAST -CREPE USA, INC. 1. RCIN(OIICIXC STEEL• 7/32 BAR AST" A510I 43, /4, 5, NOTE{ THE TOTAL NUMBER OF STIRRUPS. AND-/5 RCOAR OAADE 50 ASIM AR 15; -7/19 INCH REOUIIRED IS COUNTED STARIIHO FROM EACH DIAMETLR 270XS1 LOYI- FALAYATION PRESTRESSIM) END OF TN[' REINFORCINS CADS, FOR EXAMPLE SpTAXD ASTN A416. - No. OF-SIRIRUPS = 4. THEN THE 2. CONCRETE-SIRENOMS: fe = 0900 PSI FOR B" PEINFORCWC GCE MOPEL. SNOF(S 2 Si1RRUPi PRESTRESS LO UNTETS; 1'a 4000 PSI FOR ALL FROM CAC11 END., PRECAST 8 INCH UMW- 6, 2.5 POUNDS OF POLYPROPYLENE FIBERS PER INITIAL PRESTRESS FORCE = 0.70 X In CU.YD. OF GONER RE MAY 6E USED III LIEU n OF PRESTRESSED UNfEL REINFORCINO CAGE 4. uµIPPIN , jl NOm PRESIRESSEb " TO RESIST UTTINC AND HANOLINTI FORCES. i /4 a ENS : PRODUCT RL'VISRD M complying with tho FloFld3 11WIdTDg CDdu AFr_ plance No- o 03.02. fl RgllrglA+fUito oZo1G E6O I,1 c CRAIGPARRINC,y% iT'r r(' t1'lgJ 6324CR579. N.IDmIURI dJc( ont u°f L4 I;; \. SEFFNER, FL 33584 P;S 11AL FL. P.E. LIC. NO.44756 C,[dJH?f• iril•771J,,qq[[7i i1177f:7:1'7R7iT i[•i:6•I:1 "FABRICATIONDETA6][e7q' T/ EYCa7T TLIP 31*14t 7[dl,`/1! • ` :Ir [st1Lu i7L•I rwi]]i[p2mx i r P . \. ' SAFE LATERAL LOADS FOR 6" PRECAST & PRESTRESSED U•LINTELS 101a pp,M. SAFE LOAD PLF LENGTH TYPE 8U8 BFS R ;MU 3'-6" (42')' PRECAST 1025 1024 1598 4'-O" (48' PRECAST 765 763 1309 4'-6" .(54") PRECAST 592 591 10'13 5'-4- (64') PRECAST 411 411 745 5'-10"(70") PRECAST 340r53 616 6'-6" (76' PRECAST 507 490 T-6" (901 PRECAST 424 363 9'-4" (1121 PRECAST 326 230 PRE.CAST 284 180 11'--4" (136") PRECAST 260 452 154 12'-0" (144') PRECAST 244 402 137 13'-4"(1601 PRECAST 217 324 110 14'-D" (168') PRECAST 205 293 10D' 14'-8"(176") PRESTRESSED. N.R. 284 91 15'-4" (184') PRESTRESSED N.R. 259 83 17'-V(208") PRESTRESSED N.R. 194 64 19'-4" (232') PRESTRESSED N,R, 148 52 21'-4" (255') PRESTRESSED N.R. 125 42 22'-0-(264') PRESTRESSED N.R. 116 q0 24'-0-(288")PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 6" PRECAST & PRESTRESSED U-LINTELS qsr 444tsa• SAFE LOAD -POUNDS PER LINEAR FOOT TypE LENGTH BFB-IT BF8-2T 8F12-1T BF12-2T BF16-IT 8F16-2T 8F20-1T BT20-2T BF24-IT BF24-2T BF28-17 BF28-2T 8F32-1T 8FJ2-2T 3 -6' (42°) PRECAST 1569 2655 524 4394 5283 6132 7001 1669 265S 3524 4394 533 6t32 7001 4'-0" (481 PRECAST 1363 2305 3080 3815 4570 5325 6079 1365 2305 3060 3815 4570 5325 6079 4'-6° (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 5'-4" (64') PRECAST tots m , 2276 2838 3399 3961 4522 1018 1715 2276 2B38 3399 3961 4522 5'-10" (70') PRECAST 009 1567 i 2593 3107 3620 4133 1567 2080 2593 3107 3620 4133 6'-6" (78) PRECAST 14D7i 186 2329 i 2790, 3251 , 3712Aa 1407 186B 2329 2790 3251 3712 T-6' (90') PRECAST 1665 1624 , 2025 2426 2877 n 3228P727122416242025242628273228 9'-4" (112 PRECAST 708 1136 1474 1815 2157 , 25DD 862 1318 1643 1969 2294 2619 10'-6'(126") PRECAST 575 BIB , 1186 1461 1736 2011 530 695 1 1160o 1472 id 1783 v 2055 2346 11'-4'(1J6") PRECAST 474 504 ' BDD 1037 1774 1513 1753 f 494 607 10421w7 1372101 1643 p 1915 DI 2187 1, 17.'-0" (144") PRECAST 470 458 i 724 955 1153 v 1369 15B5 , 470 550 940 AQ, 1302 65, 1.9W(q 1811N,.)l 2075 13'-4"(160") PRECAST 418 Mot607 p 7B5 954 v 1143 132J , 125 - 460 780 oil 1159 m 1418 n 165,3ad 1687 , 14'-D" (1681 PRECAST 384 p° 358p 560 r,)l 724 tv. 889 » 1054iml 1220 ml 410 425 717 1053 at JI35tv 1582mi 1807 14'-8"(176") PRESTRESSED 334Jul520 672 B25 t, 978 oj 1131 r.1 246 1 395 663 j 9B0 ro 1303 1518oal 1734 , 15'-4"(184") PRESTRESSED 2241 313 am 486cml 627 , 769 A, 911 pl1 1054 n 230 1 358 616 j 908 1240,n Moro) 1668 17'-4'(208') PRESTRESSED 187 293 At 405 pol 521 anl 638 756 iml 873 , 192 306 506 740 Ad IDOS i 1271iol f473tj 19'-4"(232") PRESTRESSED 162 2290, 348 447 ml 647 r6il 647 747 166 253 429 oj 623 DO 841 a 1059 1227 21'-4"(256') PRESTRESSED 142 204 lo 393 An 480 u 588 n 655 142 232 373 a 537 A 721 o 905 1045 22'-D'(2641 PRESTRESSED 137 1979 295 379 fm 4620, 546 , 630 I37 223 358 5131, 698 u 863 999 24'-D-(288-) PRESTRESSED 124 170 267 342 , 416 492 567 124 202 1 — m 455 A 606 757 870 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. NIpnRENiHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 ON SHEET 3 OF 3. FT4onucrRg, I) E GENERAL NOTE NO, 4 ON SHEET 3 OF 3. 8 "mplylalt W0 O,a Flolid0BCodc A4D4A4— V •, pEN Pl20DUA.'1'REiV13oD O/ yCRAIGPARRINOdact :'73•,• % P' 6324CR$79 D, 4+ •' j\ SEFFNER. FL 33584SEEGENERALNOTES — SHEET 3 OF 3 4 5'S FL. P.E. LIC. NO.44756NOBYNISIONDAT45 111111111444 1mr, CAST—CRETE 8" LINTEL FABRICATION DETAILSsMEMBEROF t AT'u TOE NA90 DIA41-14 DRAY01 BY: ERA10 FORK FL - OEO.'.0. 44755 SCALE NOT EO SCALEMapDAIE; 01/07//6 HEC%EO P. CR/10 PARAINO, P.F. - NEC. 60. 41756 DRtNV10 Na 103 SHEET 2 OT 3 SAFE GRAVITY LOADS FOR 8" PRECASTwi 2" RECESS DOOR U-LINTELS O THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 k SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR B" PRECAST w/ 2" RECESS DOOR U-LINTELS loasrA. van SAFE LOAD - POUNDS PER LINEAR FOOT TYpE LENGTH 8RF6-tT 8RFB-Zr BRF10-f 8RF10-2T RRF14-IT 8RF14-2T 8RFIB-II 8RF18-21 MF22-1T BRF22-2T 8RF26-IT ORF26-218RFJO BV30-IT 21 4'-4°. (52') PRECAST 905 166a 2362 3056 3751 4445 5140 905 198 2362 3056 3751 4445 5140 4'-6' (54') PRECAST 867 1604 2272 2939 3607 4276 4943 867 1604 2272 B39 1607 4275 4943 5e-8' (68°) PRECAST 675 1269r 1797 2326 28S4 3382 3911 675 1269 1797 2326 2854 3362 3911 5'-10" (70') PRECAST 655 1207 1748 I 2259 L9 2773 32BB 2799 11 655 1233 1746 2259 2773 1 3286 2199 6'-8" (80'] PRECAST 570 929 1530 198D(, 2429 2879 aIN510108015J0198024242879 7'-6• (90-) PRECAST 506 742 n 1764 1765 2166 2587 506 898 1364 1765 2166 2567 9'-8a (116°) PRECAST 395 468 a 1384 1222 r 1540 155913955601072138617012016 j) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GENERAL NOTES TYPE DESIGNATION 1) Itoledoh: 12) Web we mamfoclared nips S-I/2' long noldrm al the m& to acre —dot. vnlW ca .Wwciny wed grouling. 1•a 8' pee 1'c p Imsaed Enl 1 - GOOD psi rc 9` l - 3000 pn lh maslmum /a ircb a99 ey°lecarlemryRKliu) ppacr ws10 C90 nilN: r6wr%un .1 13) Th. .lariat ,.chew of 6nlala fmldtd In ded. calereto mesmry veun sh°6 h— o °ling °1 at— oppped in oecudorcs wLh ASTY C-926 or o0w approrW ' 8F8 8F12 SF7 6 Rl1ED WM19Y OF 15 REBAR AT BOf10M. OF LINIEL CAT4lY ore. coop --We slreng 1900 pal retwr pn.A50A A615 ICed.ASS li0pedrmring9faMppeerAS7NA416 Grade 270 1¢e mbsa6an 14) Llnlei. leaded 4.,Aaneously vith wikel 9m or lo Ml) and hodronlol lolsmijMMyyp load, .1-ld be c1.,ied far the comb"rud 1..9 .11M1 U.e fo6mdn9 equ°lfai 8 F16 —1 B /1 T morlor per AS7N.C220 Type M or S App6ed Yarn.[ food Applied hodronlol In. S 1.0 a • _ 2) All sale lood table, based an mh'mwn 4 inth navdad bearlrg. Sala va8oul loud Safe Wroatal bat NOZM WON `QUAMY OF 15ygppfggSorebadsfaT•ld type BU8 and MG mual be reduced byp 2OX It hewing lenglh in 1— ]ban 15) For composite 6del beghls nol 0ovn, use safe bad Ram =1 loser height wham. NONWAL HEIGHT REB4R AT TOP 6 1/2 inchca. 16) For inlet W41hs aolahoen, u1e sate load I— Mori longest lmglh shown. 15 REM AT TOP 3) Provida lull ntMai had and Dead janb. 17). Salo bode ars mpertmpoud ollormbk loads NIN,. (1) REUD 4) 7be number b porenlhash indlwtes the perosnl r.d,,U. for grade 40 field Added rcbw. ID Solo loads hosed an rational d ra AL7 S30 and KI 31Besi9° ° y,per 1-1127 CLEAR fmpl- 7'-6' UAW BF32-18 solo yyr.* I. - 6472 01 el 15S red,.lW 4, 6477 4.85)= 6501 19) Addir-ol salad lendcopodt7 can b° ableMad by U. dciyner bypodding °derta lpll 5) M Unless mrel or award L%360 &11. gn. f—lion Prestress file( 6F8 17 -4• and lager meets reidmced concrats Mowry uals (RCNU) above he fidel. to 646 below:4,I' C-u-U- goorexceed, 4/180 ddlecUan. Use it 6mtle4 to eeMd'wns.m6nrg Wo Raid, Batd'ug e •:• r - Code S.Eam 16042.1 as appl(w5k GRO W 6Sh d Unless as required. mfipcJ° . F'm=1500 i A' 7 One Trebar'm be subs51u1ed for lea 5'esb¢rx i °Y 11 j6 UE844 AT 801f011 8) Imlaba6on/ollae —A of rot mml eMpt/ 'di h 1ha wcNledarol cnvo, alradurol dwrmenla ti:; SEE SAFE LATERAL LOAD OF I nD. CAM leads tram Q. sole load t by 9) The dnignar may. hurol,. eaUM;' and d-osoy from Iha TABLES FOR CON] RATING 32 FOR EACH hD01BONAL asyb sttr BF28 s4 _. y 20 D. 7-5 e' ACRPL 60ifOM REINFORCIRG PRO' v10E0 N 11WEL oon shear o! . loc. or mwimum resuUn9 rnanenl 1° c. °F.a I. s.' REINFORCED CNU (RCMU) V E N e' NOInXAL W701N 0) N.R = Nd Rokd FULL COURSE s0, IoRODIJCTRE746WED m comNYRr8Ili* Iha Florida . • 4 : 0,44 PRODUCT lWylSW. 11) Boll.. field added rebar to be 1-1,4 of Iha bobm of the Add corflri 12' CLR RTa f• 2 5 REBAR Bsuldin OBCodo GR60 A °"Vo Ili- w meom 1 PYinRleiW lh¢PlnridM OWIdir Coda r-• e • GR40 or _ •3' OF 6xpimnUmaLr/ yCZa f y 1 p'.• { J P ;• st MIAteeplone° Nn 14 Z Jlc' CRAIGPARRINO FAlfan[ D ally FD ac• C C1RA0.• . 6324CR579 tat 7y Fb yam. el E3udrn SSatA4tir;G'•4 F 33584 No Br REVISION D T FSEF ENLIC 0 M UABE: OI a lII..)I 1 r a MILL CAST—CRETE 8" LINTEL FABRICATION DETAILS 5,,, r,r•'®R j'.,'"q• • ac % • •`'rsuAiW FILE WE, essull-14 DRAWN BY; CRUD PARBI W. ?X. - REG. IW. 44756 SCILEt NOT 10 SCALE A4fC a/07186 CNCCREO Of. CNO PAnU. P.E. - REO. NO. 44756 DRAWN It., FDB SHEET 3 Or 3 M IAM I,11•IIANII-DADE COUNTYMGMPRODUCTCONTROLSECTION DEPARTNIENT On REGULATORY AND ECONOIYIIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADIIIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) S'nvlv.miamidade.izov/ccoi,omy 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 (lri Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL ]DO CUM, NT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. NUSSILE 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. TERNIINATION 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 sates, 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 advertishng 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. z / , / NOA No.14-0903.03 MIAMI-DADE COUNTY it.-•= Expiration Date: 09/11/2018 Approvnl Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1, Drawing No: FD4612, tilled "Precast and Prestressed Lintel Details", street I of 1, prepared by Craig Parrino, P.E., dated lllarch 24, 2003 and Dreaving 1176. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe. Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Adarch 24, 2003, last revision #1 dated April 28, 2003 both drawings signed crud sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per AS'Till E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, slated 04110103, signed and sealed 41, Christopher A. Ramon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino; P.E., signed and sealed by Craig Parrlrro, AE. 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. Qualify System 11a nual for Cast -Crete Machine rllade Precast Lintels revised on rllay 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 1 of 1, prepared by Craig Parrino, P.E., dated dlarch 24, 2003 and D mving dro. LT4612, titled Cast -Clete 4", 6" & 12" Lintel Safe Load Tables", streets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated r11ar•ch 24, 2003, last revision dated March 11, 2008, B. TESTS 1. None. C. CALCULATIONS 1, drone. D, QUALITY ASSURANCE 1. By Hianni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1, drone. H'Wy A. Makar, PT., M.S, Product Control Unit Supervisor NOA No. 14-0903.03 Expiration 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 0 I2-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.L., darted Allarch 24, 2003 and Drawing No. LT=1612, titled "Cast -Crete d ", 6" ce: 12 " Lintel Sq e Load Tables", sheets I through 3 ol'3, prepared by Craig Parrino, P.E., slated lblarch 24, 2003, last revision dated dlarch 11, 2008, all signed and sealed by Craig Parrino, P. F,., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. Alone, D. QUALITY ASSURANCE 1. By Miand-Dade CounlyDeparlmem of Pernritling, Divironment, and Reguiatory,4ffairs. E. MATERIAL CERTIFICATIONS 1. 1vorle. F. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1, Alone. D. QUALITY ASSURANCE 1. By Aliami-Dade Counly Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS J. None. r ,J Ka 3yA. Pvlakar, P.E., M.S. Product Control Unit Supervisor NOA No. I4-0903.03 Expiration Date: 09/11/20I8 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE! EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. D•airing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1 of 1, prepared by Craig Parrino, AE:, dated Alarch 24, 2003 and Drawing Aro. LT461:2, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables° sheets I through 3 of3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino; P,E„ on August 19, 2014. B. TESTS 1. Alone. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08119/2014, pages 14,201 through 14.236, prepared by Crau`g Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By 1lliami-Dade C071771}, Department o f Regllatto7), and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None; F. OTHER 1. Letter from Cast -Crete USA, Inc., darted August 19, 2014, signed and sealed Gii Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hei lahar, P,E„ 1V1:S, Product Control Unit Supervisor NOA No. i 4-0903.03 Expiration Date: 09/I1/2018 Approval Date: 10/0912014 E - 3 I 4 NT-1 ® HIGH 'STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE I.W. TYPE "A" STIRF 6" R 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 12' PRECAST U-LINTEL 12' P0.ECAST w/ 2' RECESi DOOR U-LINTEL b' PRE<T 1- 1NTFI_J' SQVC.J NT(L 3 b a- S S b' If b 71 5 b' S R 1 3 t1 ib' 0 1 1U 1 761 3/1' 3 e 1 R 5' t 2 8 r r sa¢RIEEo n ^ Wowsowm SnRRNP9 ]/1i ]/li'I V.! SIWN'1 n h m IS E CNEWMLly u w¢wA[R M K sLMW ty m n "I m R 1.Y IAf<Roltl n iRK3fJ1[oRlln % „ f.1cN Oli rP[ 'R' STIRRUfj \ v i/i' g11NMbboul silRAun _ R D /" SDL_ID.g 8" PRECA__ LWTEL - PRECAST Rl LWESl U-LINTEL — 11' PR CST U-LMT l 4" SOLID LINTEL DATA TARLF i1iA 7iJ 7' rcDTrA:Im 1:a 6" PRECAST U-LINTEL DATA TABLE mmumn ®fr:3 ne D»mL>t0 i®ar>acrman vL1R r r>an ts-srrncla>amao I®rv.T amles mne>a e>:r>ao FiIIi ®. ®r i" >i T•tatiL>a7o KammKIMMEM.Li:T ILBmrrttaadss6::..tt.tIF 7F 90 7liFEWL22m ali i6la'1i[[?a"0 6 sai• 0 12" PRECAST U—LINTEL DATA TABLE I Si fiQ!3HdG1llt1'iS7:l'l1Gl rlI D®GILL 70 rl rea aa+aelaswD mao I rLar»Dm zoo F rtaa R rrv I iRPM E>[Em ikl14LI.:1 SAi[F!7"iLJ G F3: arn> EE.y oal Imam rr mmaEtmo' amrrErrmra o i iglr mCtir27:lsP.B iFE"lxa1 mMa"WitdrElLm Fmo 12" PRECAST W/ 2" RECESS DOOR U-LINTFUDATA TABLE r-.^EREB,TTU EETT F3E4 ¢98L:1 ITrns NF®R i+riT.sL.B BEli, I+Yrr'T-mcTTnv,zTrErFT EL uR ab®[F TTJ®DID D4O ri'rRTn D L SirJa v clay cycl¢raux rsEacra;..6ua nvstr vao F1cHf7QLaF1aYErxTFlri31•rk>Ji:SRG]i 1 1FF7'• rvsaacavc$orwsraEra,.rr Trm s16F257 rrfioA'[7T iiE17S.9t.7 S( pppMElMp BER OF THIS PROPRIETARY INEORRATION IS PROVIDED FOR PRORUCI APFROt R 6 PROIf ED RYUT COPTIOOIIFLAWSANDCANNOTREREPRODUCEDORDIRER=REO IM wOTIEPRIOR wAnsm CONSENT OAST-CRm USA• INO. i. REW( ORCINO STEE4 7131 AAR ASIN A610: 03. V. ARD AS RERAR 4 STRUMNO SIRENDINI O AND 12 MEN UWOA - - PSI OAAOc ID ASIN ASIR S Rom TNC TOTAE NUIUER a RUMPS 'REmm KE CONKED RAATW 2. MINSIErt STRF1IOIw, Ye - RON ?. FOR ALL R I" AND IR WOII FAON MR ERD OF WE ROMOACK9 GCE -FOR VAR)IC - ND_ OF PRECAST NREIS: r. - SDDO PSI FOR l INON UNIEES STPRYPS - b OF THE REINMR CARE FABRICATION NOM IIHM 3. BGTON STEEL SIULL B[ CUT RACK ONE DICK TO RE MISR RUN ER. 2 STRBOPS FROM MR END. K. a. I1. INCN'UNEEu AFTER SIROPIND FROM mm. CEN - O L vfEonucr rt: v7slil) tha Fla: idR. 0.4 X Dy mmPlying rBlt mdtdi Q 7dr: b' AcctPlinEDNo_ lLr 16 y%piTNtuopuroo /' S T qOF / ' ( o R' c %/ % /.' " CRAIG RARRINO J•OF` P R\ iducnl mt~ O R l O 6324 CR 579 1,SsRONA O,,, ,, FL74 fLEP.ENLIRN0.4456 Rlif= PRECAST_ AND PRESTRESSED LINTEL DETAILS FlEE NANf: O8SUB1- 11 D_ww eY: JORAR ,ILUD Self: AS'SNDWN DJIIIG 1/N/ DS CRECKEO Cr: cSM PARRIRO P.E. I DRAWM F04612 SREL7: 1 OF 1 GENERAL NOTES i) hblcdols: Fe 4: precast FmW - 3000 psi Yc 6' & 12' D4rmwst Intel = 60D0 psl 1, `roil = 3WD psi cal h maximum 3 8 indr aygregele. an rctn masonry auto I(CMU) per AST C90 with minimum net ama cgnpresaNe s5 C. 1900 psi felon per ASIIA AC2 " 60Umortarper-ASI17 C270 typo 14 or S 2) All =is bad tables based on mini nu n 4 inch nominal bearing. IIt 11- safe leads tar lintel pplyy GU8, QU8 and 12RU6 must be reduced.by 20R if bearing Icngth I. less than 6 1/2 inches. 3) Provide ful mortar bed and head !aims. 4) The numberfin parent ee rindiwtes the percent reduction forgrade xomole: 1T-4' Unlel 12F24-2B safe jo.Aty load = 1428Udw/ 142 reduction* 1428 (.8G) = 1228 pit 5) All IiMde rtwet %exceed 36o-dellecCmn. J:Rtaplige: UnM types 6 8 & 12F8 IIV 4" &longer meet ., awed L/180 deflection. Use t.6m7td to eamlilf .. m..t'uugg lha Flor(do Budding Code S.Uan i6O4.3.1- oe appkabla. 6) Shore filled lintels as required. 7) 4' sdd 6nleb io be installed e/ a dimwson horizontal and 8' dimeasian v 1Kal. Bj InslalrUo /altochrnenl of lintel must campy with the =Wteclural and/or sWctural document. 9) The desfgner mq ewshlete cancrnlmled Iwda tram the is bad tables by cdculoUng the maximum m4sting moment and sbwr of d-away fiom the tote of support 10). N.B. - Hot Rated I I) Batbm Field added mbor to be located al the. bottom of the lintel rosily. TYPE DESIGNATION r - NEa ow RWr / a - iaanID voY .1"Ail =11 12F16-28/2T lArr`:i'LWXMIJ I Ltamrcar s. t7aaal Noort 71rn+n a 1 iLti (11 iiKM MR I!, om4 Iemrma Me a' areas- 1-IJl` LtfAi N 2 '•f' • : r D 4isitHpJ iPFVAaD Irn I3' IMLLS 1) PEaa&a faR i' IFIDS CNA II"' Ill 5 - ACTUAL s) 12' NOMINAL WIDTH 12) 6' & 12' Unlet arc manufactured rith 5-1/2' long notches at the end. to o—no.dote era 11W .411 m1nfoming and grou9ng.. 13) The e d dar suAace of lintels installed in ate- con<rcle -.nry walls 0.0 live a tooting of stucco applied in accordance with ASTM P928 or other approved wallrg. 14) Uniale landed simultaneously Willi mtiwl fgran'N ar uplift) and ho ixonlol (lotemi) load: should be ehacbed far the wmblne toe mg wE the W)Wng equal.. AppliedyefU.1 load y Applied hariLontat to S 10 Solev.ttcoi load Safe hod.9.1 bad 15) For -composite Fmlel height nal showm use safe land from nest lower height shown. 16) Far [into) lengthe not shown, use sate food from next longest length ahe- 1l) Safe Iwda are superimposed alowcble toady: 18) We foods based on national design analysis per AEI &N and AG 318. 19) Addl6ona) lateral bad capau'ty can be obtained byy the des)ggnor by prai;ici g odaonal reinforced eoncrefe masonry unit (RCIAU), above the W.I.Sie sk.[ch Wax SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU (RCMU) FULL COURSE 1/ 2' CLR TYP 1) 15 REBAR FOR 6' UNTELS 2) 15 REBAR FOR 12" LINTELS 8R40 or 8R60 SAFE LOADS FOR 4" SOLID LINTELS cAZ7 4R4R9 GRAVITY TYPE LENGTH 4S8 S- 6" (42w) PRECAST 1180 4'- 0" (48") PRECAST 959 4'- 6e (54") PRECAST 789 5'- 10" (70') PRECAST 460 6'- 6" (78") PRECAST 360 7'- 6" (90') PRECAST 260 9'- 4" (112') PRECAST 156 10'- 6" (126 } PRECAST 116 12UB 4wsr4- UPLIFT LATERAL TYPE LENGTH 4 S8 4S8 3'- 5' (42') PRECAST 687 371 4'- 0` (48') PRECAST 597 320 4'- 6' (54 PRECAST 529 258 5'- 10" (70") PRECAST 407 148 6'- 6" (78^) PRECAST 366 118 7'- 6a (901 PRECAST 280 87 9'- 4' (112") PRECAST 187 55 10'- 6"(125") PRECAST 152 43 12F8 12F12 12F16 6U8 US 6F12 6F16 • • i• ' i ' ' n - ... -• 1-.r.'. i.ti s eewA` • O • • O " ,`.• 4S8 p w•- @S• 121728 12F24 12F20 i' ROPUGT fOiYfSIiD i '. 7 . - rm wmylyting svFtA fh: FfGuida ST T f=* (Building Coale I . • • .( CRAIGPARRINO 9f uliunue c 4 - j i S O R 10. GEC'J SEFFNER- FL 33W El 1 6F326F28 $F24 6F20 1 cP e FLRE-LIC.N0.44756 l i u de * `u0C nlrnl`'' 7 MEMBER OFCAST-CRETE 4", 6" & 12" LINTEL .SAFE LOAD TABLES rllE 7UWE: DijSU!t14 DRAWN BY: JDHAH ARHAIID SCA E• H.T.S./ I:•1M. 3U •.+ - DA7E3/241031 CtKLKEO BY: CR/3D PA'iRIXD, P.E. RED. N0. 44756 DRAWING: NO. L7I612 SHFEY I.OF3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS SAFE LATERAL LOADS FOR 6" VRFCAST 11.1 INTFI S SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS cwsrCwnvl SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-18 6F12-IB 6F16-18 6F20-1B 6F24-IB 6F28-18 6F32-16 V-6- (42"1 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0" (48") PRECAST 2025 23Q 3892 5050 6148 7227 8297 9357 4'-G" (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10"(70') PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 04 6'-6" (78' PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6" (90') PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4" (112') PRECAST 534 660 1056 1523 2084 2795 3731 5017 10'-6"(126') PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-D'(144') PRECAST 425 477 744 1042 1377 1769 2238 2808 IS- 4'(160') PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0"(168") PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4"(208") PRECAST N.R. 299 455 620 794 985 1198 1437 j) THE NUMBERS IN -PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER OF AT-0m y SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU S-6" (42') PRECAST 587 1055 596 4'-0' (48') PRECAST 487 787 445 4'-6- (54") PRECAST 416 609 344 5'-10'(70' PRECAST 300 350 198 6'-6- (781 PRECAST 263 496 157 7'-6- (90') PRECAST 222 397 116 9'-4- (1121 PRECAST 173 352 74 10'-6' (126") PRECAST 151 276 58 11'-4'(136') PRECAST 139 311 49 12'-0' (1441 PRECAST 131 277 44 13'-4-(150") PRECAST 117 223 35 14'-0'(168") PRECAST 111 202 32 17'-4-(208") PRESTRESSED N.R. 130 21 i 4 SEE GENERAL NOTE 18 wa7 wfTli SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-1T 6F12-17 6FI6-17 6F20-17 6F24-IT 6F28-1T 6F32-IT 3'-6" (421 PRECAST 1412 2074 2715 3356 3997 4538 5279 4'-0" (48') PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (54") PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10-(70") PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6" (78') PRECAST 723 1097 143714 1777 2117 2457 2797 7'-6" (90' PRECAST 648 B63 n1 1249 I4 1544 tat 1840 XI 2135 4 2431 9'-4- (112') PRECAST 575 571n4 980 1252 1492 1732 1972 10'-6"(126') PRECAST 514 4620" 787 on 1121 1335311, 1551 1766 11'-4"(136') PRECAST 474 4040I1 685 9B5 X 1213( 1442 1645 12'-0"(144") PRECAST 454 3670,1 619 888 1093 fr 1299 1506 13'-4-(150-) PRECAST 402 308 t 516 736 906 1076 1247 14'-0-(168") PRECAST 368 285t 475 677 832 989 1145 17'-4'(208') PRECAST 253 i 206 338 a 476 585 693 B03 a 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 o`QpJ" . AftR O . ENS 0. 44 T 2F y : OT c( '/p • o CRAm PARRINO 5'S,• . R GX 6324 CR 579V . OfNAL SEFFNER,.FL 33584 t1rnllr6.1' FL.P.E.UG NQ,4475 m-CAST-CRETE 4", 6" & 12" iXE N.WE: DBSUBB-1l OWN BY:. JOWX AAlUUO DAEEt S/21/D] CHECKED BY. CRAB PARRIND, P.C. - PR OD U CT' ItE: V1 S..-D 2esteWjidths .,C,d owlih te FEordn eilonUne Miami Uctl41rG^" ucl C'onlrnl LINTEL SAFE LOAD TABLESI DRAWXD: XD. L74SIZ SXEEF 2 OF 3 1 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LATERAL LOADS FOR 12" PRECAST II•LINTELS SAFE UPLIFT. LOADS FOR 12" PRECAST U-LINTELS 4-4-" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12FO-28 12F12-28 12FIG-28 12F20-26 12F24-2B 12F28-28 12F32-28 S-6" (42" PRECAST 3428 5000 5838 7619 9352 11050 12755 14438 4'-0" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54") PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10"(70') PRECAST 1612 2320 3218 5234 8487 11060 12755 1443$, 6'-6' (78') PRECAST 1383 1986 2679 4196 6421 10032 12755 1443§, 7'-6" (90') PRECAST 1138 1628 2131 3218 4676 6756 9763 1352$ 9'-4" (112-) PRECAST 795 1215 1535 2230 3083 4167 5593 7552 10'-6"(126') PRECAST 514 1043 1295 1853 2516 3323 4334 5632 11'-4"(136") PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0"(144") PRECAST 456 1 878 1 1073 1513 2020 2617 3333 42061 13'-4"(160") PRECAST 359 767 1 926 1294 1709 2188 2743 3409, 14'-0'(168') PRECAST 321 720p 865 1204 1584 2017 2451 31061 17'-4" (208") PRECAST N.R. 451 p 631(, 881,,, 1141,p 1428p, 1750p, 2102 19'-4' (232") PRECAST N.R. 343,,j 477,700 p 925, 1152, 1380 1.609 Cive r SAFE LOAD PLF LENGTH TYPE 12US 12FB RCMU S-6" (42') PRECAST 1295 4841 393 , 4'-0" (48") PRECAST 1295 4841 299& 4'-6- (541) PRECAST 1049 3922 2417 5'-10"(70") PRECAST 681 2547 155 6'-6' (78-) PRECAST 579 2167 1231m 7'-6" (90') PRECAST 474 1771 1 914,,1 9'-4" (112') PRECAST 355 1326 580, 10'-6"(126')PRECAST 306 1143 454p,1 I f- 4- (136') PRECAST 278 1041 388p 12'-0-(144") PRECAST 260 971 345, 13'-4"(160") PRECAST 229 857 278 14'4'(168') PRECAST 216 809 2510 17'-4" (208") PRESTRESSED N.R. 633, 162p,1 19'-4'{232") PRESTRESSED N.R. 534 130p q IKE KUNUER5 IN PARENTHESIS' ARE: PERCENT REDUC710NS FOR Jtt LitNtKAL NUIL It3 GRADE 40 HELD ADDED REBAR. SEE GE101AL NOIE NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/ 2" RECESS.DOOR U-LINTELS 42"oar esYEvL?TRRF `L LLOADS FOR.l Iurce s 4fmm.& W p SAFE LOAD.- POUNDS PER LINEAR FOOT LENGTH TYPE12RU6 12RF6-2B 12RF10 12RF1442RF18-2 12Rr22- 1"-2E 12RFJ0- 4'- 4' (52') PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'- 6' (54") PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'- 8" (68') PRECAST 1347 1841 3555 6395 9640 11669 13679 1567R 5'- TO- (70') PRECAST 1259 175B 3361 5954 9358 11689 13679 1567q 6'- 8" (80') PRECAST 924 14M 2633 4415 6884 10354, 12574, 7480Q„ 7'- 6- (90') PRECAST 703 1203 2157 3494 5259 7922p, 9623„ 1132%, 9'- 6- (116') PRECAST 389 843 14518 2157 3203 4427oj 54171 63801 11)' lm AIN eimtt HE PNL YERILNI RLOOCHONS FOR GRADE 40 HELD ADDED REM SEE GENERAL NOTE NO. 4 L4IMM-t- 4'"''11/ SAFE LOAD FLIP LENGTH TYPE12RU612RF6 RCMU 4'-4" ( 52") PRECAST 1295 3692 2581 4'-6". ( 54") PRECAST 1213 3458 24170., 5'-8" ( 68') PRECAST 784 2236 1650p4 5'-10"( 70") PRECAST 747 2129 1552p,1 6'-8" ( 801 PRECAST 602 1716 1170h6 7'-6" ( 90') PRECAST 504 1438 914Q° 9'-B" ( 116') PRECAST 355 1011+ b 11 40we 0- m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-2T 12F12-21 12F16-2T 12F20-2T 12F24-IT 12F28-2112F32-2T S-6" ( 42') PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0- ( 48') PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' ( 54") PRECAST 2113 3291 4310 5320 6347 7365 8384 5'-10'( 70') PRECAST 1523 2527- 3310 4092 4875 5658 6441 6'-6" ( 78") PRECAST 1444 2269, 2972 3675 4378 5081 57B4 7'-6- ( 90') PRECAST 1267,,A 1767 , 2583j,j 3194iml 3806 pI 4417 5028 9'-4- ( 1 W) PRECAST 1028 1171 , 2006 25901 3087 3583p, 4079 10'-6" ( 126') PRECAST 920 p 947, 1512, 2281, 2764 3209p, 3653 11'-4-( 136')PRECAST 858p 829 1404p 1982 2441 2902( 33641 12'-O'( 144' PRECAST 8141 753 ,4 1269p 1788M 2201 2616, 3032, 13'-4-( ISO-) PRECAST 678 633p,1 1057 14851 1826p, 2169p, 2513 14'-0-( 16r) PRECAST 522 p 566'1M 974 1365111 1679p 19930, 2309 tT-4' ( 208') PRECAST 434 427 695 964, 1182 m 1402p, 1623 32') PRECAST 366 370,,,1 5931 817 pj 1002 11870 1372a 0) 1HE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 KID ADDED REBAR. SEE CENERAI.. NOTE NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST W/ 2" RECESS DOOR U-LINTELS 40-7- tIi14fY SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH _TYPE 12166-21 12RF10-21t2RF14-2T12RFI8-2 12RF22-2 12Rf26-2112RF30-2; 4'-4- ( 52') PRECAST 1626 2695 3746 4806 5857 6928 7989 4'-6' ( 54') PRECAST 1558 2582 3602 4523 5643 6664 7684 5'-8" ( 68') PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10-( 70') PRECAST 1173 1984 2769 3553 4338 5123 5908 6'-8' ( SO-) PRECAST 1020, 1538 242601 3114 3802 4489 5177 7'-6- ( 901 PRECAST 904 p, 1226 2163 2776 3390 4D03 1, 4617 r9)78- ( 116-) PRECAST 703 p 771 I4 1472p,T 21811 2663 3145p, 3628 PRODUCT U.. vIsED 4Yi Idi" s cc0R,FiR1 the Plunda dullding.C"deJJAcwag en c Nn f -.a/> 0 3 d•'c2R10P.' 63P4CR5R79O64 YJpWonDek Tam//8 iryis5l/' • • • • • C1( a\ 333ASiRmi DMc du"u,lr"TiI"' SEE GENERAL NOTES - SHEET1 OF 3 rrgNA 1+d> FL P.fILTE.fifm,A17pj56 REVISION DATE V$O D3 MEMBER OF 0 -CAST-CRETE 4" " " J NAME C ANG S ,I 08 ' , 6 .& 12 LINTEL SAFE LOAD TABLES row f +_.. O 6 12 1 ve CA " I. ., FILE NAYS: DDSUB7-14 DRAWN DY: j m ARNAVO SCALE: N.T.S. DATE: 3/24(03 CHECKED SW CAMO ?AMINO, P.F. -RED, NO. U758 DFAMG.RO. LT4612 SNEET-3 Of 3 0 1 NUMBERS IN PARENTHESIS ARE PERCENT REOUC110NS FOR G •' • •.E N s' iP FlEID ADDED REBIA. SEE GENERAL NOTE N0. 4 447 1 o: T E FIL rQ M1AMI.MDE MIAMI-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) 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 governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel, Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control 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 014-0903.02 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 IMy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMI•DADE COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 04 2$ZoJd Pagel 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 I of 1, and Drawing I& 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 I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No: 29702B, dated 07130197, signed and sealed by Christopher A. Ilamon, P.E. C. • CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS L Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-N119614 dated 02129196 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report 458 A66332 dated 01128196 for 94 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 44105196 for #5 rebar by Birmingham Steel Corp. 8: Mill Certified Inspection Report #84-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp, y A. Makar, P.E., M.S. Produettontrol 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 #84-M20749 dated 04105196 for 45 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, I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables" sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 95 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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1,1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.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. 4. 10&jk 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-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. 'PESTS 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, R 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. A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. ' 6-0126.03 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 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 Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, B. TESTS 1. None. C. CALCULATIONS 1. 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., datedAugust 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 Conttol 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 MiamiDade 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. 00 H6if 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 - 5 VeTe HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRDDUCTRENEWED u WnIplyins ,01h th¢ F1.640 smtni`e CndD AC11.1 v l146,17, . .3 I' l-P1 =CQ* d o311RUAST W/ 2" REI'FSS ODOR U-UNTIL A" PRECAST I_ INTE V PRESTRESSED U-LINTEL, L A" STIRRUPS 2" 0 BAR RUPS 6 1 4" - 8LINTELS STIRRUP DETAILS 4J.LE: N.T.S. L7/32i! 0 BA TIRRUPS E " B" STIRRUPS '*5_'--B LINTELS MS STIRRUP DS. ETAILS SGILiN.T.. 8" PRESTRESSED U-LINTEL DATA'TABLE. LSNTEL VO YME WF SNT S TYPE I LENGTH T L ROTHSPACING iu1LUN I A- Z-EEa- 0. 134 542 7/32 1 -3 7 32 DAR 14 -6 4 O 3'-0" 9 IS -4" 0.l dO 567 7 32 OAR I -3 7 32 BAR 15 -2 4 0 3 - ' 9 17 -1 0.158 639 7 32 BAR 1 -3 7 32 BAR T7 -2 4 e S'-6" 0 19 -4' 0.176 71 7 32 B 1'-3" 7 32 BAR 19 -2 40 4 -2 B 21'-4" 0,194 787 7 32 BAR 1 -0 i6 -07/32 BAR 21'-2" 5 O 3'-B 3/4" 10 22,-0" 0.2DD Alt 7 32 BAR f'-3' 7/32 BAR. 2{'-19" b 0 3'-10 3/8. 10 24'-0' P'' 0.219 BB5 7 32 BM 1 -3. 1g -D7/32 BAR 23'-f0" 6 O R" PR1: rAQT 1.U/ 0" ACE CCC FTFTIIA 11-1 MITE{ nATA TARI F LINZEL LENROTHL REC£O55 VD,UME W JWT LENGTH GT eeAnND B I s 2'-6" 4'-4" 3'-O" 0.036 t46 2 BAR N A 4 0' a- B" 3 -4 0.037 1 0 2 R SI IO0 N A A 44- 0. 047 R 5 -D - N 6 4-4" 5 -10 4 -8 0.047B 5 -2 N A 6 5-4 OX5R B 6'-0" 7'-6" W-4" D.060 3 RD .%R 6'-10" 11A6'-0B'-B" e'-4" 0070 318 REBAR B'-0" 2'-0• B OF A• uF. IINIIIS - 1 •4- VlAit" d01KIR Uk"u W11 •A• sIUB_ tat 5TGt53 tMi[, S PRF AST 1NT REII ITF RCRTf: G GE FARRIGATiON l.IOOEL N :OR PFnu XIIi.T TTr •A' nrwury mr ",• sTwwrs mc,.A At cN06 Tlr 1 1 y Ttn• TEr pRCS aTMFORyING GAGE FARRIF:ATION M(1flFL LINTEL Y0„UlME Si p In s s 33'-i6" 1 0.0.32 1 12613 REBAR 3'-3^ 7 32 BAR 3'-2"- 1 H A 1 4 0" 1 0. 037 1 144 3 REBAR 3 -11 7 32 BAR 3 -B ITA 4 0.0 I 1 T62 R BAR 4-5 7 32 0 4-2" N A 4 6 -4 0. 049 BE AR 5 -3 32 BAR 5-0 N A 0 b -10 0. 4 3 R 9 7 32 BAR 5 -8 B 6'-6" O. g60 234 4 REBAR W-3" 7 32 BA0. 6'-2" N/A 6 7'-6" 0. 069 270 4 REBAR 7'-5" 7/32 BAR 7'-2" A 6 9'-4" 0. 068 336 4 REBAR 9'-3" 3 REBAR 9'-0" 2 -D 8 0'-9" D096 370 4 REBAR 10'-5" 3 REBAR 2" 2-0' 6 I, V-4" 0.104 OB 5 REBAR 11'-3' 3 REBAA I I'-0" 3 -0" 8 12-0 0. 110 4 2 6 flEBAR 11 -11 3 REBAR I I i -B' 3-0 B 3'-4^ 0, 122 480 5 REBAR 13'-3 3 REBAR 13'-0" 3'-0" 8 14'_D^ q 2 6 REBAR 13-11 S REBAR 13-8" 3-0 8 THIS PROPRIETARY INFORMATION IS PROVIDED FOR PRODUCT APPROYAL. IT IS PROTECTED BY COPTRIGNT LAWS AND CANNOT RE REPRODUCED OR CT5TRIDVTED Y/ITHOUT THE PRIOR WRITTEN CONSENT OF CAST-CRETE USA, INC. amm 1. REINFORCING SICEI T/32 BAR ASTN AS10I $3, 14, S. ROTEI THE TOTAL NUMBER OF STIRRUPS SD AiIM E INCH AND #S R270 FROM PRESTRESSING I LOW THEOUJIEIER270Kt1LOW-RCLAIIATION PRCStRES5M0 r4N0 MI' ENO OF THEKERIFORCINCCAOGFORLYAMPIEENDOFEREINFORCINGSRIANOASINA416. M. OP STIRRUPS c 4, THEM THE 2. CONCRETE STRENDTHS: Pe n, 5000 PSI FOR B, REINFORCINO CACE MODEL SHOSIS 2 STIRRUPS FROM EACH CND. PRESTRESSED LINTELS, 1'. ^ 4000 PSI FOR ALL PRECAST B INCH LINTELS. S. 2.5 FOUNDS OF POLYPSOPTLERE FIBERS PER 3. INI11At PRESTRESS FARCE c 0.70 k Ep". CU,YD. OF CONCRETE NAT BE USED III UEU OF PRESTRESSED LINTEL RETNFORCIHO CAGE 4 STRIPPING MILINGTH, PRESTRESSED TO RESIST UFEdO AM HANDLING FORCES. uI 1.1 S I PRODUCT RGvism DS ennlplYi ng " illI0l0 Plmda FTlilhgnb C.d. p- 0 - AcceplRnmND!¢o 03.02 llglirkl:onDElo E yol6 q0 L, f C CAM 6324 PARRINO OR 579 KIM) ad e \•T'•, R1 t SEFFNER, FL 33584 FL. P.E. LIC. NO.4475B TIRE: CAST-CRETE 8" LINTEL FABRICATION DETAILS ME M ME; 01SOMI- 14 BAAYM BY, CRA10 PARAINO, P.C. - RED. NO. 44116 SCALE: 101 TO SCALE OAIC: 06f07/96 CHICHED NO CR.UG PARKING. P.E. - RED. NIL 4475E I UR WWO Rp. FDA SHEET 1 OF 4 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 44pi4'p.. I f SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 8F8-013 OF12-08 OF16-OH 8F20-OB BF24-0B BF28-GB 8F32-O8 8F8-18 8F12-0 BFI6-ID OF20-18 BF2+-IB 8F28-1B BF32-1B 3'-6' 42" PRECAST 2231 3069 3719 5163 6601 8054 9502 10851 3069 4605 113 7547 8974 10394 11809 4'-Q" (48') PRECAST 1966 2591 2761 382D 4890 5961 7034 8107 2893 4605 6N3 7547 8974 10394 11909 4'-6" (547 PRECAST 159g 1989 ' 2110 2D31 3763 4576 5400 6224 2189 4375 6113 7547 8672 10194 11809 5'-4" (64') PRECAST 1217 1349 SOB 1999 2560 3123 3686 4249 1663 3090 5385 7547 7342 n 8733 i tOS27i 5-10"(7p) PRECAST 1062 ilos 073 1631 2090 2549 3009 3470 1451 2622 436D 7168 n 6036 n 7181 n 8328 6'-6' (78'). PRECAST 906 1738 2177 3480 303t 3707 4383 Safi) 1238 2177 3480 5381 8360 10394p 8625 pq 7 -6' (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3885 toll 1720 2661 389E 5681 8467 6472 u 9'-4` (112') PRECAST 554 699 1160 1626 2564 3486 2016 3302 752 1245 1843 2564 3405 4705 63900 IQ'-6"(126') PRECAST 475 ms 830 1247 2093 2777 2163 2538 943 1052 1533 2093 2781 3843 4754 i 1'-4` (136') PRECAST 362 582 945 1366 1846 2423 3127 4006 582 845 1366 1046 2423 3127 4006 T2'-0'(144 PRECAST 337 540 873 1254 1634 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4"(160') PRECAST 296 471 755 1075 1428 1838 231B 2BB3 471 755 1075 1428 1836 2316 2BN 14'-0" (168')PRECAST 279 424 7D6 1002 1326 IB97 2127 2630 442 706 1092 1326 1697 2127 2630 14'-8°(176") PRESTRESSED N.R. NA MR MR MR OR MR MR 458 783 1370 1902 2245 2517 2712 PRESTRESSED N.R. RR MR MR MR RR RR MR 4t2 710 1 1250 1733 2058 2320 2613 17'-4'(20e) PRESTRESSED N.R. MR MR MR MR MR MR MR 300 548 950 1328 1609 1549 200 19'-4-(232") PRESTRESSED N R Nft MR MR MR MR MR MR 235 420 750 1037 1282 1515 1716 2l'-e (25e) PRESTRESSED N.R. MR MR MR MR MR NR MR 180 340 598 845 1114 13% 1468 22'4' (264') PRESTRESSED N.RMR MR MR MR NR MR MR 165 315 550 784 IO4Z 1285 1399 24'-0"(248') PRESTRESSED N.R. MR M MR MR NR NR MR 129 2501 450 654 884 1092 1222 U) THE NUNBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. NOTES SHEET S OF 3 SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS a /span. lPP SAFE LOAD PLF LENGTH APE SUB I 8F8 RCMU 3'-6" (42')' PRECAST 1025 1024 1598 4'-0" (48-) PRECAST 765 1 763 1309 4'-6" .(54") PRECAST 592 591 1073 5'-4" (64") PRECAST 411 411 745 5'-10"(70') PRECAST 340 339 616 6'-6" (781 PRECAST 507 721 490 7'-6" (90') PRECAST 424 534 363 9'-4" (112') PRECAST 326 512 230 10'-6- (126' PRECAST 284 401 180 11'-4" (136") PRECAST 260 1,52 154 12'-0" (144') PRECAST 244 402 137 13'-4" (160") PRECAST 217 324 110 14'-0-(168') PRECAST 205 293 100 14'-8'(176')PRESTRESSED N.R. 284 91 15'-4" (184`) PRESTRESSED N,R. 259 83 17'-4"(208') PRESTRESSED N.R. 194 64 19'-4"(232") PRESTRESSED N.R. 148 52 21'-4"(256") PRESTRESSED N.R. 125 42 22'-0'(264") PRESTRESSED N.R. 116 40 24'-O-(2BO`)'PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4 F1StR4: iq SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH 3'-V (42") PRECAST 4'-0" (481 PRECAST 4'-6- (541 PRECAST 5'-4` (64') PRECAST 5-10" (70') PRECAST 6'-6- .(78') PRECAST 7'-6" (90') PRECAST 9'-4" (112.') PRECAST PRECAST PRECAST 12'-0" (1441 PRECAST 13'-4` (160") PRECAST 14'-0' (168' PRECAST 74'-8" (176") PRESTRESSED 15'-41(184") PRESTRESSED 17'-4-(208') PRESTRESSED 19'-4"(232") PRESTRESSED 21'-4' (256-) PRESTRESSED 22'-0'(2641 PRESTRESSED 24' D'(288') PRESTRESSED SEE GENERAL- NOTE NO. 18 ON SHEET 3 OF 3- PRODUC7' REN81Vp7 g wnytytn8 with the F1olibgCodo Ac ItNncc 1b 1 -0 3EapilionDyeZ o ey /7 M1°°n aducl Can 1) TI i 11 jFbl'1 MNiplm_ ESIS ARE PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTE NO, 4 ON SHEET 3 OF 3. Gam• OEN •,- . PItODllL'1'RAVISiID a !f/'/" ar PPrePlying tNetllw [7nwleit, ,1, n,4a9 TE : CRAIGPARRINO1mlbnDala" IF 6324 CR 57,9 jN 4' SEFFNER. FL 33584 FL. P.F-LTC. NO.44756 i r Ir,r nlTr PTTWNW15>• rr1I19,14.(I —1 -- o Ilzxex rrl 'c4 • rN DETAIL] l T C iY ® . SAFE GRAVITY LOADS FOR 8" PRECASTw/ 2" RECESS DOOR U-LINTELS O THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GENERAL NOTES SAFE LATI 8" PREQAST wf 2r' 1 cA9:'ri R@gNf LENGTH 4'-4' (52") PRECAST 4'-6" (54") PRECAST V-8" (68") PRECAST 5'-10"(70") PRECAST 6'-8' (60") PRECAST 7'-6' (90') PRECAST 9'-8' (116' PRECAST SEE GENERAL NOTE 18 LOADS FOR PLF 8RU6 8RF6 RCCM U 758 757 1164 694 693 1073 408 407 655 382 381 1 616 595 788 464 5.9 674 363 370 490 214 1) Uokdob: 12) Llaiets are mandodared ,:th 5-1/2' big wtdws al the ends to —..data 1'c 8' precast lintel v 40M psl r-1 cell rdnfarcing and S'asurg. I'c ix.L,. red total = 6000 psi Fe yonl - 3000 psi dU maadmum 3 8 1.h .9suynle ds 13) 11; eelvior surfmo of VAOe installed to ededpr conamto masonry lu nha6 bare o Cooling of stem oppf d in occordoece w3h ASIM f 926 or aUvr opp o,,4 coatbo. nros.nry -1, VIU) per AS C90 with . mrm netore. oerriproirs" s4erglllA = 1900 "1 14) L10.1i, leaded (gmmJJAAys bar per AM A615 Erode 60 simulramesty with rerUeei or cgVrdt) and hainmla (Idera) bads rho ld be checked for the combined Iw6ny .11 it. Modog cgwil.rcpmlrasingslremdperASTAAi16Grade270Is. rehWimmortarpvISATypeMorS AWA rcit..[ food Applied h diselol 1wd 4 S 1.0 2) A8 axle bed tables based cos rdrimum 4'.wh nominol bao(mg: Sato verUcel bad safe tw M1.1 bad E—clig9i Sato bads far ;[Ad type SW and ONG must bo duced byy 20F II b..,frq knglh is less Lhm IS) Far composite Mail hfigbk not shaver, use oats boa Iram'nest lower Might aMwn. 6 1/2 inches. 16) far Wei lenglbs not shorn, As safe load from noel langasl length shown. 3) Pmido loll molar bad and head jams. f7) Safe loads on supul pased..1—ble Inds. 4) The number In porenlhui, Indewles the percent r,d.J;.. for grade 40 Iliad added r.bar: and18) Sole bade bored m rationd du n a s d S30 ACI 318kreli ,r Ape juwW& T-6' Unlel BF32-1B sofa ?9,.Qy load - 6472 04 to) A6d0'wnol lateral loud copodty con ha obbimd 6y Uw duiyns, by prodding add6amlw/ 15E reduck. 4 6472 `A5) = 5501 pit ranforced eenerote trocmry awls (RCI1U) abwe Ua raw. Sae e'rnlch below: 5) M 0olels meet or exceed L/360 delke p. actodan; Prestress Total type 8F8 17 —4' and longer meets or escudo L/180 deliecibs. Use is limited to mndaims meehh'rrpp 11e Florida 8wtiug Code:S.Wms 1504.3.1 as a,*k;o4 6) shorn nca lintels as required. 7) Ora 17 mbar may be eutdWed for two 15 rebars, 8) Irrslomllan/Ok,hmanl of Fnlel mast arnpy wim the ...blacks and/" stwOutal d—eats. 9) Tbs dsslgw may esolaols wnnrArat d leads from dw sofa laid table. by ttUrg the moYmum rrstsUng moment end sh,— al d—aoy from Us. sappwl. 10) N.R. = NO Rated ' 11) Bottom liold added .I., to bs located o1 the bottom of U. WO corar. 1/2• CLR T is SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS f) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 4D FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION iF8 8F12 BF16 F — FILLED N1I11 GR01ff / U - flout TO AT BOTIOU OF LURELECAArr 8F16-1B/IT e RO1gN& 1110111—] MOM HEIGHT J L'011Mw Or Is am At MP 15 REBAR AT lOP r. SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING 8F32 BF26 FOR GCII ADOBIONAL REINFORCED CUU (RCMU) FULL COURSE PRODUCTRENMED as """Plying with Iha Florida 15 REBAR Ddiding cods 10 or GR60 Acaylwero No talk. (1) R[Ob C.M.U. J1 . S. 5 REM AT 001TOM OF U1REL CAWY l)e IL)}2_• its,BOTTDM 20 7—s 8' ACAItl 0.EINNRCL'Tr. nv m c w uH1a - VARIEg) N • •O, B'-H34M WIDIN 0.44 Z PRODUCr.NnvfS13D se complying lyiUs the l°Iwid. uuilding4laJd 9. T OF cf . 0.' I ••<UC CRAIQPARRINO Acupbvla. Nn. r.4. _ oZDxpinuionvpac``" Q 1D. o SEF NER,FL 33564 I1 WEif#i7 Fi 'du 6 .: •i i6iy /T WX ml rTric ctTi ircrr r:CAST-CRETE 8" LINTEL FABRICATION DETAILS WIN WOr aaMI.MW .T. t z1r 6><t WING, e , /E. MirYLiLi i,p ; L\ CN9[H7: 1F7il1 p 7'1Gly _ _ _ _ [. i1FYC! THERMAITRU THERMA TRU DOORS 1 113 INDUSTRIAL DR., EDGER—N, OH 43517 Classic -Craft" and 'Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 2010 Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for saes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/ AF&PA NDS 2005. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the 2010 FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections 6B.5U MAX. IN 105.5U' MAX. OVERALL FRAME WIDTH OVERALL WIDTH O po:2 Z (` J IL O M00 C $ E Q II II it -r, II li r li it I ,I I, II 1, iI„ nII'' iI, It 4S ' 1' III1i, I, iIIiI„ II' 1, IIt e• 111I1IiIII I1, II I, _ _ _ I1, I1 I, j ,' I' i, II ' I',,,' I II, II' I, II, II' I„' n' 1' i,, iI maO[ S88E I 1' o0 A 1 AI ,I 5 aoc 2 1 1 23 1 2 3 w 6 6 664545 6 ` V NloVpiC° 6 6 6 p o DOUBLE W/ SIDELITES OXXO SINGLE W/ SIDELITES OXO ca :At MAX DESIGN PRESSURE MAX DESIGN PRESSURE I'^ a 47.0 -47. 0 +47.0 -47.0 MLJ uW 4 vl74.5(T MAX. 53.00' MAX. C 37.50-MAX. OVERALL WIDTH OVERALL WIDTH o OVERALL t 2 3 1 2 3 a a a WIDTH 5 5 5 5 5 5 m Q 4 _ - rY i 4 4 O.H. I' f, ,I it UI 5 I I I 5 5 ' '' i, ' I 4 1 1 I I I I, ,1 5 , om 5 gO.H. 5 s e c 5 a 5 5 g v il II '' '1 1' J.i SINGLE X DOUBLE XX SINGLE W/SIDELITE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 77.0 -77. 0 +47.0 -47.0 +47.0 -47.0 LOCK HARDWARE MFG 6 SERIES KWIKSET SIGNANRE SERIES LATCH KWIKSEr SIGNATURE SERIES 780 DEADBOLT BY.. JK m er: LF•S 3 15225.1-68 " 0 t of 6 " 4" 4" 4" II I f p II II I I IIII 4 MULLIONNMASONRYIISHOW FOR II MULLION f! OPENING TYP. II REFERENCE 0 SHOWN FORD I I HEAD REFERENCE II JAMBS u II 2X BUCK SEE NOTE 1 II II II II II II II u I II I ASTRAGAL II U SHOWN FOR II II II II II REFERENCE II II II II II I-i-F-48•• II 4 II MASONRY II OPENING TYP. HEAD AMBS NOTE 1 I SHOWNSEEFOR 2X BUCK REFERENCE II II II II II II II II yl 4" 1 I4. MASONRY OPENING 2X BUCK w Oo- U T o NOTES: M II I II' MULLION4 II SHOWN FOR II TYREFERENCEP. HEAD I JAMBS SEE NOTE 1 II II II II II II II SINGLE W/ SIDELITE BUCK ANCHORING V z MASONRY J OPENING 2X BUCKS z W U fzDo1. 114" Elco Concrete screws anchoring 2x buck require a minimum 1" clearance tomasonry edges, a 1- 114" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners, at mullion locations, and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. It concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 2X buck min. S.G. k 0.55. mommir II II I II II MULLION II 4 II SHOWN FORTypi II II REFERENCE II HEADII II JAMBS II SEE NOTE 1 II II II II I II MULLION II II SHOWN FOR II II REFERENCE II II it it II II II MASONRY 4 OPENING TYP. HEAD JAMBS SEE NOTE 1 2X BUCK i Li_ u>E: 2 21 12 i scAm N.T. S. ` owe. M JK Q c*m. BY.. LFS 3 DMMNO NO.: I FL- 15225. 1- 68 sir 2 or 6 C" D” "E" 3" 67§- 3. 3" A MULLIONSHOWN FORREFERENCE4W92XBUCKINSTALLATION 1X BUCK INS t C„ "D„ "E" VIEW "C"—"C" SINGLE DOOR W/SIDELITES z ON "C" j of IN PAIRS 30 TYP. 3 TYP. T o - w V) 1 Z4 j NIn ICU`* z SEE n w DETAIL "4" o SEEtuo to DETAILEE OT _ L OTE 1r. T = L VIEW "E"—"E" ^ VIEW "D"—"D" SHOWN W/ oPRONAL C/O R,R"TED FASTENERS, R(/YPEN130 . ALL SIDVJM TO DOOR AMD CONNECTIONS) NOTES: 1. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners, and at mullion locations, may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/orsill require a minimum 2-5/8" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidellte is direct set into the jamb with (12) #8 x 2"pfh. wood screws. There are (4) at each vertical jamb, from the top down of 13.5", 31 ", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 4- For optional sidellte construction with staples, sidelite is direct set into the jamb with (4) 7/6" X 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). a 0. A„ 6 63" 6" I 1— i XSHOMULLION WN FOR _ Q REFERENCE j IW/2X BUCK INSTALLATI, IW/1X BUCK INSTALLATI, TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 i 11 D" A„ SINGLE DOOR W/SIDELITE VIEW w U O 2" N wo I7 m N . sz m tU IJ o a a 1 N » o A W/2X BUCK o r INSTALLATION y W/1X BUCK INSTALLATION a m u a m p o TYP. HEAD & E ° JAMBS 0 0 0 SEE NOTE 1 — E u c° SEE NOTE 1 o 16 ^ SEE o z 5 _ DETAIL "1 o + rin oo 0 m Ix A„ of 0 0 a SINGLE DOOR VIEW A" —",A" W/2X BUCK Q INSTALLATION 2 O 8 W/1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL "6" DETAIL "2" W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 DETAIL "1 "" B 1 C 1 DETAIL "4" z w z a o - mz Z dVE: 2/21/12 i SCALL N.T.S. Drrc. er: JK m LFS 3 fM,WONO NO.: ° FL-15225.1-68 m° o SHEET 3 or 6 N NOTES: 1. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners, and at mullion locations, may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/orsill require a minimum 2-5/8" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidellte is direct set into the jamb with (12) #8 x 2"pfh. wood screws. There are (4) at each vertical jamb, from the top down of 13.5", 31 ", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 4- For optional sidellte construction with staples, sidelite is direct set into the jamb with (4) 7/6" X 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). a 0. A„ 6 63" 6" I 1— i XSHOMULLION WN FOR _ Q REFERENCE j IW/2X BUCK INSTALLATI, IW/1X BUCK INSTALLATI, TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 i 11 D" A„ SINGLE DOOR W/SIDELITE VIEW w U O 2" N wo I7 m N . sz m tU IJ o a a 1 N » o A W/2X BUCK o r INSTALLATION y W/1X BUCK INSTALLATION a m u a m p o TYP. HEAD & E ° JAMBS 0 0 0 SEE NOTE 1 — E u c° SEE NOTE 1 o 16 ^ SEE o z 5 _ DETAIL "1 o + rin oo 0 m Ix A„ of 0 0 a SINGLE DOOR VIEW A" —",A" W/2X BUCK Q INSTALLATION 2 O 8 W/1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL "6" DETAIL "2" W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 DETAIL "1 "" B 1 C 1 DETAIL "4" z w z a o - mz Z dVE: 2/21/12 i SCALL N.T.S. Drrc. er: JK m LFS 3 fM,WONO NO.: ° FL-15225.1-68 m° o SHEET 3 or 6 N W/2X BUCK Q INSTALLATION 2 O 8 W/1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL "6" DETAIL "2" W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 DETAIL "1 "" B 1 C 1 DETAIL "4" z w z a o - mz Z dVE: 2/21/12 i SCALL N.T.S. Drrc. er: JK m LFS 3 fM,WONO NO.: ° FL-15225.1-68 m° o SHEET 3 or 6 N C" C" E" 6" 3" 3 3 1 LLL I 3^ 6" i` 3" I I I I I I I I I Al SEE N07E 311 SHEET 3 11 SEE DETAIL "3" II I ASTRAGAL II MULLION SHOWN FOR II SHOWN FOR REFERENCE 11 REFERENCE ONLY 11 11 SEE N0TE 1 16 11 SHEET 3 II t6 5 II II 5 II 1 IN ° lo ° N PAIRS 30 > of TYP. A' 3" 3 3 6" I II I I n a N r.., Oi X BUCK SEE DETAIL iINSTALLATIONo W/1 X BUCK a v W/2X BUCK A3" II INSTALLATION rZ uiINSTALLATIONwa— g z I W/1 X BUCK 9 Q 0 TYP. HEAD Nrn z ASTRAGAL INSTALLATION IITYP. a JAMBS N SHOWN FOR HEAD & p SEE NOTE 1 REFERENCE II JAMBS — SHEET 3 = ONLY II SEE NOTE 1 II SHEET 3 SEE--Au DETAIL "4" SEE NOTE 1 I SEE NOTE 1— a' w oo o SHEET 3 II SHEET 3 SEE u — 16 II 16 DETAIL iw o _ II _ "1" o l pn v) 5 II .+. EE NOTE 1 5 o zk SHEET 3 II o oZZ` II - 850 J QWp T- III 0 W I y VIEW "E"—"E" DOUBLE DOOR VIEW "4"—"A" SHOWN W/ OPTIONAL COMWATED a a FASTENERS• REM Iaa (TAP. ALL m SIDELRE TO DOOR JAMB CONNECTIONS) W/2X BUCK 2 17INSTALLATION Item DESCRIPTION Material A 10 x 2-112" PFH WOOD SCREW STEEL 8 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4" x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 144 x 1 —3 4"ITW PFH CONCRETE SCREW STEEL 9 114 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4'ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C9O CONCRETE 16 1 4' X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1.25" THERMA-7RU, SUGAR PINE SG >= 0.34 WOOD 21 3 4" THK. PRESSURE TREATED SIDELI7E PAD WOOD 30 f 2" X f" X 25 GA. CORRUGATED FASTENER STEEL W/ 1X BUCK INSTALLATION12 11 C SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATION 3 1 W/ 1X BUCK i1 0 DETAIL " 1" INSTALLATION SEE NOTE 2 SHEET 3 DETAIL "3" B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C t DETAIL " 4" DATE: 2121112 5 SCALE: N. T.S. ` M. BY. JK HK BY: LFS 3 HAWING NO.: G FL- 15225. 1-68 a sHEEr 4 of 6 2-1/2" MIN. FROM 2-1/2" MIN. FROM 13 MASONRY EDGE MASONRY EDGE — TYP) (TYP.) IX BUCK a 9_ 1 HEAD JAMB 5 To Ix sub -buck Inswing shown L z . w 5m5 ACliz z v= 0 INTERIOR EXTERIOR 2 HEAD JAMB 5 To wood frame Inswing shown O 3''.: ` ; : EXTERIOR jZz 9 A 25' MAX. 00 SHIM SPACE 1 1,15" MIN. j EMB. 125" MIN. EMB. TYP. 4 VERTICAL SIDE JAMB B To 2x sub -buck Inswing shown INTERIOR N I" MIN. FROM I" MIN. FROM o n $ n Nn MASONRY EDGE MASONRY EDGE t i TYP.) TYP.) zmaz 13 t m e o am' o ro 00 C 'P\ ` Emur••a$ t4 zd a 9mga LL Se m Z nor as m as m o E c 2X BUCK A N = INTERIOR EXTERIOR 3 HEAD JAMBo 5 To 2x sub -buck tl NInswingshownmW W w o o OU mr 7) N O 2 a a ry EXTERIOR 0. 1 s MIN. C- SINK 025' MAX. SHIM SPACE 1. 15' MIN. EMB. 5 VERTICAL SIDE JAMB 5 To wood frome InpMng shown a W i QM a O zDAM 2121112 scaF: N.T.S. ` owc. B+: JK duc er: LFS 3 muxac No.: ° FL- 15225.1-68 sracr 5 or 6 ° G 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE.-- TYP.) (TYP.) 1-'\ VERTICAL CROSS SECTION 6 Inswing configuration 7,"-, / Im z Q: w 13 2-1 /2 MIN. FROM 2-1 /2" MIN. FROM MASONRY EDGE— MASONRY EDGE TYP.) (TYP.) 4 VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR 1iOOjjam INTERIOR z a 2-1/2" MIN. FROM 2-1 /2' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 2 \ VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR INTERIOR z p m w 5 13 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRYEDGE«- TYP.) ( TYP.) rf- VERTICAL CROSS SECTION 6 Outswing configuration J BA N< NZ aINTERIOREXTERIORoun Z Z ~ J v oan•; a 20 bI zae•Zoa g9ooPb 4 21 12 oS aP madam°o c o E2- 1 /2" MIN. FROM 2-1 /2' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) ( TYP.) It y Jp 3 VERTICAL CROSS SECTION w n o V a 0 MI EXTERIOR INTERIOR Z° z o LO 5 13 0 2- 1/2"MIN. FROM 2-1/2"MIN. FROM c MASONRY EDGE — MASONRY EDGE ' TYP.) ( TYP.) a F 0Y 3Q L r6 VERTICAL CROSS SECTION w,e 2121112 ` 6 Outswingconfiiguration sr, c• N.T.S. nwC. BY: JK CHIC BY.. LFSURAWM NO, 3 P FL- 15225.1-68 sHa r 6 Cr 6 No. z v I 00 a yew v M J M o iT 00 c z vCc m 00 4i YNDHAM PRESERVE LOT SPECIFIC PURPOSE SURVEY rtr PCP S 89'43'03" W 390.25' _ 40.00' CENTER MAGPIE WAY LINE 3 50' RIGHT—OF—WAY PRIVATE ROAD) ICONC CURB o LO o CO_ PROPOSED 5' N oCONC SIDEWALK LOT 80 20. 6' 20. 6' vu' 4 LEGEND:ADUSSD—Access/Drainage/Utilities/Sidewalk LB —Licensed usiness BFP— Backflow Preventer Si 9ht Distance Easement S — Survey PRM —Permanent Ref. Monument R — Reported PCP —Permanent Control Point D — Description FP&L —Florida Power & Light P — Plat FFE —Finish Floor Elevation D. B.—Deed Book Water Meter O. R.—Official Records Book D4—Water Valve P. B.—Plat Book Cr—Fire Hydrant Pg. — Page RCM —Reclaimed Water Meter Elev. — Elevation RCD4—Reclaimed Water Valve Conc. — Concrete 0 —Cable Box BP — Brick Paver m —Telephone Box SW — Sidewalk E]—Electric Box FFE — Finished Floor Elevation Q} —Utility Pole CI — Curb Inlet 9—Guy Pole GTI — Grate Top Inlet O —Light Pole P. U.E.—Public Utility Easement Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride Storm Sewer Manhole NCS — No Corner Set (Falls in Water) 19 —Sanitary Sewer Manhole SF — Square Feet EHHo —Electric Handhole D. U.E. —Drainage/Utility Easement COO —Clean Out FMGD — MAG NAIL & DISK CVD4—Irrigation Control Valve P. K. —Parker Kolon Nail Sign SIR — Set 1/2" Iron Rod LB7768 wD4—Gate Water Valve SPKD— Set P.K. & Disk L87768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 119—Existing Grade FIP— Found 1/2" Iron Pipe LB7768 CI —Blow —off Valve FPKD— Found P.K. Nail & Disk L87768 -—Drainage Flow Direction FCM — Found 4"x4" Concrete 10.0 —Proposed Design Grade Monument PRM L87778 10.2 —As—Built/Existing Grad Note: Some items in above legendmay not be applicable REVISIONS Description I Date I Dwn. Ck'd I P.C. I Order No. i' 43'03"E 84.14' 10' UTILITY — EASEMENT( P) N I W I c W I O I I 13. 3 I 25. 5' M 20.0 in 1 STORY RESIDENCE 1769 HAWKING ELEVATION - T GARAGE - LEFT FORMBOARD FFE= 23.19 LOT 82 AREA = 9, 676 S.F. 0 15. 0' M M of of I 12. 7 13.7 25. 5' W NP -,NP I 5 E" I Md i Gz7 84. 14' S8904310J 1W TRACT B STORMWATER) Building Setbacks 15. 0' 1 rn _ 4 1a _ zs 4— DVPFFSff LOT 82 PB 81, PG 93) Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. BUILDING LAYOUT NOTE: Front = 25' Contractor and owner are to verify all Rear = 20' setbacks, building dimensions, and layout Side = 10' 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. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for *WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 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 Y 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 82, according to the plat SURVEY) of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors & Mappers in Chapter 5J-17, Florida Administrative code, pursuant to Section 472.027, Florida Statutes. mes D. Leviner LS6915 fLOORIDAPROFESSIONALSURVEYOR & MAPPER NO . .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 Geur% Po int Surveying, Inc. Drawn: MTP I Checked: JDL P.C.: Data File:BrissonEast-Plat Date: 3/12/18 Dwg: BriwonEost-Lot82 Order No.: ^ SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 946 Documented Construction Value: $ 7 a t p Job Address: J M an of a Parcel ID: Historic District: Yes No Residential Commercial Type of Work: NeX Addition Alteration ReRepair El Demo Change of Use Move Description of Work: N) 1, m n Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information /_ Name" m Phone: tt Q (ra Street:. — Resident of property? City, State Zip: nu u Name_ Contractor Information (/ yX1Phone: / Street: Fax: City, State Zip: Y State License No.:ja . M) D Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliance: with all applicable laws regulating construction and zoning. Signature of pwner/Agent Print Owner/Agent's Name Date Signature of Notary -State o(Florida Date Jd 11 Wgnature of Contractor/Agent Date s Name Commission # GG 110622 or BonExpires August 7,20211" f' ded n n Budget Notaty Servloes l2t, I ) g Date Owner/Agent is Personally Known to Me or Contractor/Agent isl%,v- Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID 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 Flood Zone: of Stories,: Plumbing # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Re%ised: June 30, 2015 Permit Application 1 CITY OF SAN_K" PTULD I ING & FIRE PREVEN' PERMIT APPLICA Documented Construction Value- S M Job Address; c< t 'Historic District: Yes F]No Parcel ID: Residential0 Commercial Type of Work: New D Addition El AlterationEl Repair El DemoEJ Change of Use MoVe Description of Work: rN c Cct Plan RevieW Contact Person: n-ev'4 V'4 Phone: Fax: Email. - Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name rZ IS, lkle Phone: 42-4-2Li37-3833- Street: q:401 r, Fax: t,_jo 2--io -,-, (-1 (4 b& City, State Zi State License No.: C11- 02_C,3- Architect/ Engineer Information Name: Phone: Street: Fax: City') St, Zip: E-mail: Mortgage Lender: Address: V 11M.-14 N Dral 111 N.' I= al 111LIV a 0 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installati commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating const in this jurisdiction. 1. understand that. a separate permit must be secured for electrical work, plumbing, signs, wells, 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: 50' Edition (2014) !Florida iBuilding Code Revised: Junc, 30,2015 Pennit Application M in E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may I ) e in the pubtic,redords of this county, and there rhay be additional permits required from other governmental entities such as water emerit districts, state agencies, or federal agencies. ptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 City of Sanford requires payment of a plan review, fee at the time of permit submittal. A copy of the executed contract is required der to calculate a plan review charge and will be considered the estimated construction value. of job at the time of submittil. actual construction value will be figured. based on the current ]CC Valuation Table in effect at the time the permit is issued, in rdance with local ordinance. Should c I alculated I charges figured off the executed contract exceed the actual construction value, it will be applied to your permit fees when the permit is issued. NER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work one in compliance with all applicable laws regulating construction and zoning. Date Agent is Personally Known to Me or ed ID Type of ID Signature ofContractor/Agent Date Contractor/Agentis —'Personal ly Known to Me or Produced ID — Type of 11) nits Required: BuildingF] Elce-tricaln MechanicalEl PlumbiftgF] GasEJ RoofEl struction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: C Min. Occupancy Load: Construction: Electric - # of Amps Sprinkler Permit: Yes F No VALS: ZONrN.G: ENGINEERING: Plumbing - 9 of Fixtures— - of Heads Fire Alarm Permit'. Y'esFJ NoF1 UTILITIES- WASTE WATER: BUILDING: ised: June 30,2015 Permit Application 1 9507 State Road 52 123 Miller Road a 9701 Bachman Road ( Established t973 com Hudson, FL 34669 Vairico, FL 33594 + , Orlando, FL.328`L4 vmw,RJK eI tY 407-855-2636 State License # CF CO203 727-E363-5486 813-661-0707 oELTY Page: i OFI PLUMBING 14EATING - COOLING proposal Date. 712612017 proposal Alto: 717 13532 Prepared Pet':. Starlight Humes Florida, t_LG Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 We Propose hereby furnish material and labor - complete in accordance with specifications below for the Sum o#:5,925,00 y Payment to be made as follows: 40% Rough to 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 deviation from specifications below involving extra costs will be uted only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes,, accidents s beyond our control. Owner )arryornado, and other necessary insurance. Our workers are t covered by worker's compensation insura V 4-) AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 BA We hereby submit specifi eons and estimates for: Master Bath 1 Shower i Tollet i Lau 2nd Bath Tub 1 Tollet 1 Lau Kitchen i Sink t Faucet t disposal 1 lcemaker:Lirie t ntchvjachstr Sterling Accord 60x36. Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve Gerber Maxwell 21-912 1.28 White Elongated By Builder With Moen Chateau 64925 Chrome Faucet Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve Gerber Maxwell 21-912 1.28 White Elongated By Builder With Moen Chateau 64925 Chrome Faucet By Builder Moen Integra 67315 Chrome ISE Badger V With Cord With Recessed Box . Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Galion Electric NOTE: Backfiliing Included For Sewer &Water Only (Stab Backfil;fng By Others Backflov Preventers Included EHGL.USIONS NO Permit Fees Included Water Piping In: CPVC 40` Sewer Allowance; Additional $12 per foot 40' W Ater Allowance Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien LaWs Florida Statutes 713,001-713 37 Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the vlork as specified. Payment will be madeoutlinedabove. I agree to pay reasonable attorneys fees court costs in the event of legal action, A monthly service charge of 1 11211,* will be added afterdays. Any sewer laps deeper than 4 112 feet or requires backhoe or dewatering will be an extra charge. SIGNED; DATE OF ACCEPTANCE & PAGE Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 11 0 No- Z0 N c v II CL v t•I 00 a o W a 1M 3 V rA o 0) 00MZ c ° c m 00 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 10' PCP V140.00' 3 i o u') ui •- N O 0 z O N LOT 81 O O h r LOT 80 ti 4 'Burin LEGEND:ADUSSD-Access Drains a Utilities SidewalkLB / g / / Licensed Business BFP-Backflow Preventer Sight Distance Easement S Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -Plat FIFE -Finish Floor Elevation D.B. -Deed Book M -Water Meter O.R. -Official Records Book Da -Water Valve P.B. -Plat Book t"f-Fire Hydrant Pg. -Page RCM -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk EI-Electric Box FFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS -No Corner Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E.-Drainage/Utility Easement COO -Clean Out FMGD -MAG NAIL & DISK XVD4-Irrigation Control Valve P.K.-Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod L87768 wpd-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 PI-I -Existing Grade FIP-Found 1/2" Iron Pipe L87768 a -Blow -off Valve FPKD-Found P.K. Nail & Disk L87768 ----Drainage Flow Direction FCM-Found 4"x4" Concrete 10.0-Proposed Design Grade Monument PRM LB7778Note: Some items in above leaen10.2 -As-Built/Existing GradmaynotbeODDlicable Description I Date I Dwn.ICk'd I P.C.IOrder No. I FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 82 PB 81, PG 93) S 89'43'03" W 390.25' MAGPIE WAY 50' RIGHT—OF—WAY PRIVATE ROAD) 20.6' 20.6' I• PCP CENTER LINE CONC CURB ev=20.94' \ / `CONC SIDEWALK 0A-P8^7S*r n/ .I do if 10' UTILITY — EASEMENT (P) I IctWIo: CONC z > O I WALK 0 o I 13.3 I v I I 25.5' M 20.0oa a ' I 4.7 I 1 STORY i z .. RESIDENCE I m v 0 2627 MAGPIE WAY o I v o6 I a N I V IFFE= 23.19 I N I a, I I I I 11.6 I 15.0' r7 COVERED r7 of PATIO of 12.7 13.7 1 25.5' 4. PAD LOT 82 1 1 I o AREA = o 9,676 S.F. +/- I I 84. 14' S89'43'031W TRACT B STORMWATER) SURVEYOR NOTE: NO SOD AT TIME OF SURVEY DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title information on the subject property hod not been furnished to GeoPoint Surveying, Inc. at the time of this 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" = 20'. 7. All boundary line dimensions are field measured unless otherwise noted. LOT 83 15.0' 1 Z 7 BUELDING 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 82, according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Field Suave : 05 29 18 555 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 & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027. Florida Statutes. GeoPoint Surveying, Inc. es D. LONAL S LS6915 Drawn: RCA Checked:JDL P.C.: Data File:BrissonEast-PlatFLORIDAPROFESSIONALSURVEYOR &MAPPER N0. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 05/29/18 Dwg: &iamEast-LoM2 Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWIN. 20 S. - RNG. 31 E. Field M,