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4026 Night Heron Dr 17-2657; NEW SFH
N. M 1\V1Of' SEP - 5 20V CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ I I - a Co z rL Documented Construction Value: S 21419 S3. pO Job Address: Historic District: Yes No R Parcel ID: 17-20-31-502-0000- o59 o Wyndham Preserve Lot 59 Residential ® Commercial Type of Work: New R Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 No State License No.: CGC1522347 Arch itect/EngIneer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be insc'ribged with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30. 201S ( 3 Permit Application 3 2 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of OwjkfAgent Date Signal ofACoAactor/Agent Date Print Owner/Agent's Name r NOTARY PUBLIC STATE OF FLORIDA mm# GG113111 6/21/2021 Owner/Ageersonally Known to Me or Produced lD Type of ID k,h,(.,,-_t I Print Contractor/Agent's Name Signature of 2 Date NOTARY PUBLIC STATE OF FLORIDA Expire Comm# GG1 3t 11 2021 Contractor/Agent isyy Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical[' Mechanical o Plumbing© Gas Roof Construction Type:ye Occupancy Use: 23 Flood Zone: %(-'50E TTA( AEb Total Sq Ft of Bldg: 2331 Min. Occupancy Load: L Z # of Stories: 1 New Construction: Electric - # of Amps 1 SO Plumbing - # of Fixtures l S Fire Sprinkler Permit: Yes No [9 # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: MKTL 9 = 1- l I FIRE: Ok to construct _ with setbacks and imp family ho Me shown on Plan. yV v iousarea o / cco ,MP. P Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - 4-' 12- Mai. 11 Revised: June 30, 2015 Permit Application 0• # 25• + 726• + 1 9734• + 2,485• * 24.85 X 0• 24.85 ; 2• _ 12.425 24.85 + 12.43 + 37.28 * 0• * r LINUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 Z 1-17 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): 9' The specific permit and application for work located at: t' alto N:..-.i- c D/l Lr:.eti Street Address) Expiration Date for This Limited Power of Attorney:, License Holder Name: Robert Willets State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Seminole The foregoing trument was acknowledged before me this day of 200J2r_, by I_ who is ersonally known to me or o who has produced identification and who did (did not) take an oath. S"_ — Signature Notary Seal) j Shayne Mangel W.,,C0MM# NOTARY PUBLIC STATE OF FLORIDA GG113111CEIrExpires6/21/2021 Rev. 08.12) 2)a" V e I Print or tyj name Notary Public - State of — Commission No. My Commission Expires: as SEP - 5 20i1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 I - c- Co z rL Documented Construction Value: S 113 `j Oi Job Address: '*0 ak.0 Historic District: Yes No Parcel ID: 17-20-31-502-0000- aS9 0 Wyndham Preserve Lot 59 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 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: Architect/Engineer Information Name: Mulhem & Kulp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: Address: NA No CGC1522347 215-646-8001 Fag: E-mail: sives@mulhemkulp.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. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Agent Date Sigmd ctor/Agent Date mature of Noiut of FlGf*yne MaAgef Date NOTARY PUBLIC STATE OF FLORIDA omm# GG113111 1 xpires 6/21/2021 Owner/Agent is Personally Known to Me or Produced ID Type of ID 2d"' L3. I Print Contractor/Agent's Name 8131 Sigmantre of No-Stsoff FnleoriAok Date aymangel a NOTARY PUBLIC STATE OF FLORIDA 1 e Comm# GG1 3111 Expire 1/2021 Contractor/ Agent isyy Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No v APPROVALS: ZONING: UTILITIES: y%)?WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY Of SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2657 Date: 12/06/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 4026 Night Heron Drive Contact Email: Shayne.Manp-el(astarlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected Plan sheets and/or supplemental information as requested Permit submittals will not be accented without two conies. COMMENTS: 1. The plans have been designed for 136mph Ultimate Wind Speed. The home is required to be designed to meet minimum 140mph ultimate wind speed. Please revise the wind load information for the home on the plans. FBC 107, FBC Chapter 16 2. The index, cover page and plan page FL A4.1 contain multiple elevations. Only I elevation should be shown on the plans. Please revise as necessary removing all elevations and options that do not apply. FBC 107 3. The spacing of the A07 Trusses as shown on the plans does not match the spacing as shown on the Truss Layout from the Truss Manufacturer. FBC 107 4. The Truss Layout on the plans differs from the truss placement diagram provided by the truss engineer. The plan page should match. Please revise accordingly. Check entire house, with most emphasis on the front of the house. FBC 107 5. The Washing Machine is required to be served by a 2" minimum vent. The riser shows a 1.5" VTR. Please revise the riser. FBC 107 6. The plans indicate a 200 amp service. The Electric Calculations specify 150 amp service. Revise the plan page to 150 amp. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetines wills the plans examiner to discuss comments will require an appointment, arraneed by Phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 4026 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0590 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ' CIAL ON Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 00so 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 FEW 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# 17-2657 Reviewed by: Michael Cash, CFM Date: September 7, 2017 a n po Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Fti°R;Dq 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 sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Calleeronyoum& 1. Project Locatlon/Address: Li0a 1J .1- 1r-$M.an i vQ. 1 ,,, t-„A a,'1-u 2. Proposed Activity: 17 Qrlveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: r en A • \ c-1•-1 J/l CA SF-K - This appl Signature: Print Name: GV-% Address: 10 v 1a• s`4i 31-I Phone:`t0 - -70 Fax: L4zdJ-te4L4-1- p"TAp Email: 51r1wy e:.w aru„e1 Date: :T31- 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 Ilen on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City. Its councllpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all IlablliUes, 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 use9J1b&Qlty's right-of-way. Signature: read and ngp"nd t o above statement and by signing this application I agree to Its terms. Date: %- 31-1 :1 I 'This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works utilities Approved: Engineering Site Inspected by. Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Dare: -7 " 1011 Date: November 2015 ROW Use Drt"way pdf REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED G Permit # Vl- BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: Lln?.e, -)rr *4e 14-420..) ELECTRICA_L• PERMIT _ Min Max Inspection Description 10 Under ound Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MIECHANICAL• PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv_ FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. ii i III IIIII IIIII Till IIII GRANT MALOYr SEMINOLE COUNTYCLERKOFCIRCUITCOURT & COMPTROLLERBY, E9E6 Ps 1159 (1P9s) CLERK'S 0 2017091332 RECORDED 09/117/2017 11:49:05 AllRECORDINGFEES $10.00 RECORDED BY hdevore Parcel ID Number. 17-20-31-502-0000- osgo The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following Information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve. PB 81 Figs 93-102, Lot 59 Address: +Oab .I; Ll,.r, r: ve. S4r,&,+d - 3a-T i GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee simple Title Holder (If other than owner) Name, NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom nodee or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself. Owner Designates NA of To receive a copy of the Lienoes Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties f pe ry decl that I have read the foregoing and that the facts stated In it are true to the best o y n le belief. ers Signature owners Printed e Florida Statute 3.13(1)(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 b C., o The foregoing Instrument was acknowledged before me this day of m by who Is personally known to me Name ofperson mamv n OR who has produced Identificationp type of Identification produced: gar Sheyne Mangel NOT PUBLIC l CaJ v c STATE OF FLORIDA Comm# GG 113111 otary signatures2t. rOf 01 Expires 6/21/2021 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100006 BUILDING APPLICATION #: 17-10000648 BUILDING PERMIT NUMBER: 17-10000648 17 September 14, 2017 tay j, q 5 3 UNIT ADDRESS: NIGHT HERON DR 4026 17-20-31-502-0000-0590 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: 'TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4026 NIGHT HERON DR / LOT 59 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE DATE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Hou ing N%A 705.00 1.000 dwl unit 705.00 Sin Rle FamilyFIRE Housing 00 1.000 dwl unit 00 LIBRARY CO-WIqIDE ORD 00 FamilySCH9O Housiwn E ORD 54.00 1.000 dwl unit 54.00 Single Family PARKS Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT •- !_ RECEIVED BY: M%/}, SIGNATURE: WYIlI t11.L1;yLI PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TgIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNERTOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THt 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 REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE170PLEFTOFTHISSTATEMENT. ISSUEDSWITHINM60TCALENDANO R DAYS OF THEIF A RECEIVINGISIGNATURE DATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 59 1769 TR Builder Name: Ashton Woods Street: `t-0 2L t ti ny City, State, Zip: Sanford FL 327 Permit Office: S mi ofj County, 6 5 PermitNumber: 7 IS7ANF0R;DOwner. SiW-'* +Avyy-h . Location: FL, Sanford Jurisdiction: ` QlDesign County:: Semino onda Climate Zone 2AR 1. New construction or existing New (From Plans) S. Wall Types (2114.0 sqft.) Insulation, Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft= 3. Number of units, if multiple family 1 c. N/A R= ft= 4. Number of Bedrooms 3 d. N/A R= ft= 10. Ceiling Types (1769.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1769.00 ft= 6. Conditioned floor area above grade (ft2) 1769 b. N/A R= ft' Conditioned floor area below grade (ft2) 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 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kStu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft= SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. 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. WA R= ft' 15. Credits Pstat Glass/ Floor Area: 0.091 Total Proposed Modified Loads: 53.56 PASS TotalBaselineLoads: 56.03 1 hereby certify that the plans and specifications covered by Review of the plans and 4-tKE STAT this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates be, Ketl/lel calculation compliance with the Florida Energy Code. L-a ray„••• ., :=> v.•°,•, „ O PREPARED BY: Before construction is completed pj • DATE: e4 this building will be inspected for O 0 4 I, I a compliance with Section 553.908 o CI hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. CDD w E't` OWNER/ AGf T. BUILDING OFFICIAL: DATE: T" f~- DATE: 12 •14t . li Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, ested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 14/ 2017 4:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 Y. FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 59 1769 TR User 1 Ashton Woods 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 # 59 Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE 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 V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1978 ft' 0 it' 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 TypeE# 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 4/24/2017 4:55 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 2 3 4 5 N E S W E 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 ft' 0 0 0.6 4 172.7 ft' 0 0 0.6 4 702.3 ft' 0 0 0.6 4 355.4 ft' 0 0 0.6 4 329.0 ft' 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 E Wood Main None None 39 3 6 10 20.5 ft' 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N 1 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes s 3 Vinyl Low-E Double Yes w 4 Vinyl Low-E Double Yes W 4 Vinyl Low-E Double Yes 0.58 0.25 0.34 0.26 0.34 0.26 0.34 0.26 0.34 0.26 41.0 ft' lift 10 in 1110 in None 30.0 ft' 1 It 0 in 1 ft 0 in None 15.0 ft' 1 ft 0 in 1 ft 0 in None 45.0 ft' 1 It 0 in 1 ft 0 in None 30.0 ft' 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 410ft' 384ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 EIA 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 4/24/2017 4:55 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft° DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 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 HeatinHJan Feb [[ Mar HFeb [ X] Mar Apr Apr Ma Jun Jul Aug MayJunJulAugSe Sep W Oct Nov Oct Xj Nov Dec HDec VentinJanFeb [[X11 Mar X A r Ma Jun Jut Au Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 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 4/ 24/2017 4:55 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 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: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. WA c. N/A Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood. Adjacent 1 c. N/A 3 d. N/A No 10. Ceiling Types a. Under Attic (Vented) 1769 b. N/A Area c. N/A 120.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 41.00 ft' 12. Cooling systems ft' a. Central Unit Insulation R=0.0 R= R= ft' 13. Heating systems a. Electric Heat Pump 5.436 ft. 0.257 Area 14. Hot water systems 1769.00 ft' a. Electric ft' ft, b. Conservation features None 15. Credits Insulation Area R=4.1 1785.00 ft' R=13.0 329.00 ft' R= ft' R= ft' Insulation Area R=30.0 1769.00 ft' R= ft' R= ft' R ft' 6 353.8 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 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 y' based on installed Code compliant features. 16 Builder Signature: Date: Address of New Home: j„I nC?p n02 City/FL Zip: Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality 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. 4/24/2017 4:55 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 591769 TR Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 4/24/2017 4:55 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 59 1769 TR Builder Name: Ashton Woods 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: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, 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 dosed, 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: 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 party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 4/24/2017 4:55 PM EnergyGaugeO 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 59 1769 TR Builder Name: Ashton Woods 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, On, is not greater than the proposed duct leakage On specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 0, -EIIE STgl llN f a4 . s: g •3` N ` 1 00 WE 4/24/2017 4:56 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Ashton- Starlight Btisson wrightsofte Date: 4/1412017 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: vmw.energyair.com For: Lot 59 1769 TR, Ashton Woods Homes Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17937 Btuh Ducts 1477 Btuh Central vent (57 cfm) 1620 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21034 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 He175g Co; 75gAreaft2) 6 6 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 @ 47°F Temperature rise 29 OF 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 16717 Btuh Ducts 1971 Btuh Central vent (57 cfm) 1105 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19794 Btuh Latent Cooling Equipment Load Sizing Structure 1931 Btuh Ducts 191 Btuh Central vent (57 cfm) 1697 Btuh Equipment latent load 3819 Btuh Equipment total load 23613 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 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Capacity balance point = 37 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' RI ht-Suite® Universal 2017 17.0.08 RSU17013 2017-Apr-24 18: ge i9Page ACC % ...ot Specific\Wyndham Preserve\Lot 59 1769 TR.rup Calc = MJ8 Front Door faces: E Manual S Compliance Report Job: Ashton- StarlightBrisson wrightsoft` Date: 411412017 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: wvm.energyair.com Project• • For: Lot 59 1769 TR, Ashton Woods Homes Sanford, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.6OF Sensible gain: 19794 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9OF Latent gain: 3819 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 23613 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 158% of load Total capacity: 26119 Btuh 111 % of load SHR: 77% Heating Equipment Design Conditions design DB: 44. 2OF Heat loss: 21034 Btuh Indoor design DB: 70.0OF Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 136% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5. 6 kW 90% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 68.3°F Capacity balance: 37 OF Economic balance:-99 OF 2017-Apr-24 16:52 51 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ... ot Specific\ Wyndham Preserve%Lot 59 1769 TR.rup Calc = MJ8 Front Door feces: E wrightsoft• Duct System Summary Job: Ashton- StatlightBrisson Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1769 S 6401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(8energyaircom Web: www.energyair.com For: Lot 59 1769 TR, Ashton Woods 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 Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 1039 48 26 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 beat h 1363 63 49 0.197 5.0 Ox 0 VIFx 22.1 120.0 st3 bea3 h 3562 165 130 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 ell -A c 149 1 7 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer h 1375 64 61 0.344 5.0 OX 0 VIFx 11.5 70.0 kit-din-fam C 2546 93 122 0.191 7.0 OX 0 VIFX 26.8 120.0 stl kit-0in-fam-A C 2546 93 122 0.195 7.0 Ox 0 VIFx 23.9 120.0 stl kit-0in-fam-9 C 2546 93 122 0.351 6.0 OX 0 VIFx 4.8 75.0 lawn c 1012 20 49 0.356 4.0 Ox 0 VIFx 8.7 70.0 m bath h 959 44 32 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3461 160 146 0.193 7.0 Ox 0 VIFx 29.8 115.0 st2 e^e h 1169 54 31 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 186 245 0.191 554 9.0 0 x 0 VinlFlx st2 Peak AVF 259 209 0.193 586 9.0 0 x 0 VinlFlx st3 Peak AVF 277 213 0.187 627 9.0 0 x 0 VinlFlx Sold/Italle values have been manually overridden 2017-Apr-24 16:52:51 t. wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCK ...ot SpecificWyndham Preserve\Lot 59 1769 TR.rup Cale = AA18 Front Door faces- E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Apr-24 16:52:51 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 CCK ...ot Specific\Wyndham Preserve\Lot 59 1769 TR.rup Calc = MA Front Door feces: E j 13 Job M Ashton- Starlight Brisson Performed for: Lot 59 1769 TR Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone:407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017,Apr--24 16:52:57 dham Preserve\Lot 59 1769 TR rup AV City of Sanford Building and Fire Prevention LoT <59 Product Approval Specification Form Permit # Project Location Address L4 o2- p 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.floridabuildinQ.orc1. 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 U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 r Category / Subcategory Manufacturer Product Description(including Florida Approval # 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 Roofina Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 e. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature A AQ,c_-JA -9 1-VA ayl. Applicant's Name LOLW14--(2 Please Print) June 2014 I 1 112" VTR I It -VTR Jul I LAV I u I I I we I 2" 3" SHWR 2" wM lI r-z n O KIT AUTO VENT 3" n 1 112" VTR I 3„ 218 I o N I 311 FNTN O TUB I 291 3" WC312 3" C10 LAV211 PLAN 1769 PLUMBING RISER DIAGRAM I BUJOLDING 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. 0. 0 U POINT OF COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 I WESTERLY LINE OF THE NORTHEAST 1/4 d OF SEC 17-20-31 BASIS OF BEARING) n r- PALMER'S SUBDIVISION PLAT BOOK 2, PAGE 41) W O) 0 a 01 v' POINT OF—\ BEGINNING N89.40'51 "E 33-1 43' BP V1- 2-G6-7 Ok to construct single family home with setbacks and impervious area shown on plan. ,gyp• 1 of, ; N`P O(A K114ing — T 1 Or 9- I' WYNDHAM PRE; 11 PLOT Pi I i WYNDHAM PR LOT IS9 Proposed; i 1 1 o 127.9' ''---' 1 I ' I ; 1 i i T1 I 1I cz1 z z I I LOT, 59 r I AREA = 7,151 S.F. t I I I 1 27.9' 1 I I 1 I TRACT PARK / MAIL LOT 59 NV890i43'03W , I , 119. 20' I ---------- I I-- n _ AV C-PAD - I . IGOII I ri PROPOSED 1 STORIY RESIDENCE 934026NIGHTHERONDRIVEW C a I I 17691 HAWKING 00 ELEVATION - T GARAGE - RIGHT 28. 0 O 1 11I v I Ems- F CS c tO PROPOSED I F a 1 DRIVEWAY I a I oy 1 I 119. 18i' S89.43 I j LOT 60 Building Setbacks Setbacks: Per construction, plans for WYNDHAM PRESERVE" 1 City of Sanford, Seminole ' County, Florida. Front = 25' Rear = 20' Side = 7.5' LEGAL DESCRIPTION I DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, andbeingmoreparticularlydescribedasfollows: COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00°19'09"E., a distance of 1,471.14 feet; thence N.89040'51"E., a distance of 351. 43 feet to the POINT OF BEGINNING; thence N.00°18'02"W., a distance of 60.00 feet; thence N. 89°43'03"E., a distance of 1.19.20 feet; thence S.00°16'57"E., a distance of 60.00 feet; thence S. 89043'03"W., a distance of 119.18 feet; to to the POINT OF BEGINNING. Containing 7,151 Square feet, more or less. L9 - Licensed •13ueiness LEGEND:ADUSSD-Access/Droinage/Utilities/Sidewalk 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 FFE-Finish Floor Elevation D. .- Deed Book Water Meter O. R.-Official Records Book Da -Water Valve P. B. -Plat Book b =Fire Hydrant Pg•- Page Elev.- Elevation RC - Reclaimed Water Meter R CD4-Reclaimed Water Valve Cone. - Concrete Cable Box BP - Brick Paver M -Telephone Box SW - Sidewalk 03-Electric Box FFE- Finished Floor Elevation 0-Utility Pole CI -Curb Inlet O-Guy Pole GTI- Grote Top Inlet A -UghPole P.U. E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe ou--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF -SquareFeetEHHo -Electric Handhole D.U. E.-Drainage Utility Easement COO -Clean Out FMGD-MAG NAI &DISK XVD4-Irrigation Control Valve P.K. - Parker Kolon Nail a -Sign SIR -Set1/2" Iron Rod LB7768 WX-Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 11.1-Existing Grade F1P-Found 1/2" Iron Pipe LB7768 a -Blow -off Valve FPKD-Found P.K. Nail & Disk LB7768 -•4b,-Drainage Flow Direction FCM -Found 4"x4" Concrete Inn _a'.,.,.,..A n..'. e_-A- I Uescription I Date I Dwn.ICk'd I P.C. I Order No. ADDED A/ C PAD 5/26.171MTP I JDL I I -I SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on' the construction plans for "WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) 46 Y ORIDAePROFESSIONAf18WWS p,& 4W'PER NO. LS6915 4& . ............... NOTVAUD_ WRHOUT THE SIGNATURE AND THE ORIGINAL PCP 13. 0' 25.0' I OO.' na c 25. 31 O N a rn I W z a. coi 1 . .0' e 0 DIIVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT AREA CALCULATIONS LOT = 7, 151 SQ.FT. LIVING AREA- 1.769 SQ.FT. GARAGE 410 SQ.FT. PORCH = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO 109 SQ.FT. WALKWAY 40 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 40. 7 V. SOD = 4. 239 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1.500 SQ.FT. APRON 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA 8. 651 NO DRIVEWAY = 646 SQ.FT. SIDEWALK = 340 SQ.FT. SOD = 4. 485 SQ.FT. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-07658. in Flood Zone "I" DESCRIPTION: PROPOSED LOT 59, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drown: JE Checked: JDL P.C.: Data File:BrasonEmt-Plat Date:04/ 19/17 Dwg:ildmnW-LoW Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: '-- RECORD COPY Typical 150 Amp Electrical Diagram 150 Amp Main 120U / 240V Typical 150 Amp Interior Panel ING SPNFOPS) EPAt2, 265 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode RECORD COPY PAL.MER ELECTRIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 1. HVAC LOADS (NEC 2011 - 220.82(a(31- (41) ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS [NEC 2011- 220.82(BI(Il-(411 CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA LAUNDRY CIRCUIT 1.50 1.50 KVA I 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 I DISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN(1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHENHENAIR GAS 1.50 a I MICROWAVE CIRCUIT 2.50 2.50 KV# r/ 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60ANM POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL LOADS) @ 1000% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(BI) 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(Al) 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS 2657 RECORD COPY OZZ SANFORD 00'OARTtr 17 _26.57 BEARING HEIGHT 0 0 NOTES; ALLyp Si T S111t C1d D Ot 70 TAL 105 f0t 1) Ms pJ 1 0 OEF Ip IvoffmmLLT 4-1 ALLMA) SPACO i l11.ESS OfFE gi m PLIW ARE MiSOEItED 10 ff LOAD nvf ll+ n"UPrIaTa l rn 7J1%JUM {MSE ROIIESIl ALL OiFERVISf IE ROfE lM 8J BEAM/IEADTR&DM 0M0 TO BE SHOP DRAWING APPRDVA IAU f IS TIE SO.E SORB FM FABWHM OF TRI O N V®S ALL FtE M AR00IEe M DR BE WO UK IRUS,4T M BE WT. QII = TO Df K AfilDfSf MV0 TWIT VOl bald May h* LQuildersBFirstSource Orlando PHONEo 407-851-2100 FAXe 407-851- Plant City PHONES 813-759-5951 FAXt 813-752 Ashton Woods 1769 Hawking T 1 8 11-7-17 riosh tits® ; Lumber design valu s are in accordance with ANSI/TPI 1 section 6.3 These truss designs gely on lumber values established by others. MiTek® RECORD COPY RE: WP0059 - WP0059 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP0059 Model: 1769 Tampa, FL33610-4115 Lot/Block: 59 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date No. I Seal# I Truss Name IDate 1 I T12469724 1 Al 11/9/17 118 1 T12469741 D1 11/9/17 12 1 T1 2469725 1 A2 1 11/9/17 119 1 T124697421 D2 1 11/9/17 J 13 1 T1 2469726 1 A3 1 11/9/17 120 I T12469743 I E1 1 11/9/17 1 4 1 T12469727 1 A4 11/9/17 21 IT12469744JEJ3 11/9/17 5 1 T12469728 1 A5 11/9/17 22 IT12469745JEJ5 11/9/17 6 1 T12469729 1 A6 11/9/17 23 IT12469746JEJ7 11/9/17 7 1 T12469730 1 A613 11/9/17 1 1 1 1 1 1 8 1 T1 24697311 A78 11/9/17 19 1T124697321 B1 11/9/17 110 IT124697331 BJ1 1 11/9/17 111 IT124697341 BJ3 1 11/9/17 112 IT124697351 BJ5 1 11/9/17 113 1 T1 2469736 1 C 1 1 11 /9/17 114 1T12469737 1 C2 111/9/17 15 1 T12469738 1 CJ3 11/9/17 16 T12469739 CJ5 11/9/17 117 1 T1 2469740 1 CJ7 1 11/9/17 The truss drawing(s) referenced above have been prepared'by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIlrPI 1, Chapter 2. 1 7 - 2 6 5 7 is'',* E 9380 t 13 TA E OF fi, s N AL Thomas A. Albanl PE No.39M MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa RL 33610 Date: November 9,2017 Albani, Thomas 1 of 1 Job fUSS Truss Type oty ply WPO069 T12469724 W P0059 Al Common If 1 r Job Reference Clonal oulldefe 1-QSIS4urce. I arrpa. Ylam Gay. mrraa 4J 00 ... o ....y ... _......... .... ...___...__....-. ...- .--. -- --•--'-- _-.. - _6- - ID:rtytFlhmERat6z.76RgKYR9zPCPY-09?JPFdn6gbru8gpK01XtM885zth712SV9s4UgyKzPt 1.0• 6-0-7 12.7.1 190 4 25.4.15 31.11-9 38•o-0 9-0 06-0.7 64i•10 6.4.15 6 4-15 6.6.10 6-0.: -0 Scale a 1:65.7 Sx6 = 5. 00 12 3x4 = 4x6 = 3x8 = 06 = 3x4 = LOADING( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.64 BC 0.97 WB 0.82 Matrix) DEFL. in (loc) Udefl Ud Ven( LL) -0.26 12-14 >999 240 Ven( fL)-0.6714-16 >665 ISO Horz( fl-) 0.16 10 IVA rVa PLATES GRIP MT20 244/190 Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-6 oc puffins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid telling directly applied or 2.2.0 oc bracing. 13- 15: 2x4 SP No.2 WEBS 1 Row at midpt 7-14. 5.14 WEBS 2x4 SP No.3 REACTIONS. ( Ib/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) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2932/1835, 3-4=-2677/1666, 4-5=-2595/1677, 5.6=-1859/1272, 8-7=-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=-1576/2841 WEBS 6-14_ 677/1062, 7.14=-696/579, 7.12=-189/513, 9.12=-302/359, 5-14 =-696/5 79, 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: Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=150; Cat. If: 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=389. 10= 389. 6) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. WARNNG . Verify daNyn parameters end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M0.7473 rev. IM3,2016 BEFORE USE. Design vales (of use only Win Ml lek® connectors this design Is lased only upon pxramoters shown. and Is tot an Individual building component. nol wt atrusssyslern. Before tso. the txildfrlg designer rust verity the applicability of design pxlrarneters and properly Incogporato this design Into tie overall building design. Bracing Indicated Is to prevent buckling of Individual Inns web and/or Chad members only. Additional temporary and permanent tracing MiTek' is always lectured tot stability and to rxevent collapse with possible personal "and property danoge. For general guidance regarding Me toblCatbn. slaage, dellvery, election and tracing of trusses and truce systems seeANSI/1PI I Quality Criteria. DSO.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Street. Stile 312. Alexandria. VA 22314. Tampa. FL 33610 Jobcuss fuss ype ty ply wpoose n2.se725 wpoose A2 Hlp 2 1 Job Reference (optional) Budder* FustSource, Tampa. Plant Coy. Florida 33566 /.War s NUg 10 2U1 r MI I ex 10/)a011100. — 100 — 10 — 11,01 lu I / ye I I D•rty(AhmE RatGzfiORgKYR9zPCPY-sLZhcbePt_jIVIO?ulGmPahKsN DwsExbkpbdOHyKzPs l4 58-0 116.10 17-0.0 21-00 28.5.6 32.6.0 38-0-0 9.0-0 0 56.0 649 5.5.6 4-0-0 5-5.6 6-0.9 5.6-0 -0.0 5.00 Fl2 56 = 5x6 = Scale = 1:68 3 3x6 = 16 15 _ _ 3x6 = 3x4 = 4x6 = 3x4 = 30 = 4x6 = 3x4 = 2 O LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.49 13-15 >915 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.97 Vert(TL) -0.97 13-15 >461 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.18 11 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.1.12 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=145310-8-0, 11=1453/0-8-0 Max Horz2=104(LC 16) Max Uplift2=-377(LC 12), 11=-377(LC 13) 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; Cal. II; Exp C; Encl.. GCpl=0.18: MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )ofnt(s) except 011=11)) 2=377, 11=377. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of (his truss. Q WARNING - Verify design panmeten and READ NOTES ON THIS AND INCLUDED MrMK REFERANCE PAGE MII.7473 rev. 14111 0/6 BEFORE USE. Design valid lot use only wllh MIlek® conneclors. I is design is based only upon parameters shown, and Is for an Indmicludl building component, not a Inks system. Before use. the building designer must verity the ajoicabllty, of design pararnelefs and p opeily Wcopotate this design Into the overctll btdding design. tracing Indicated Is to prevent buckling of IndMdtrat from web and/or chord members only. Adclillanal ternpotary and permanent bracing WOW 6 always teclulted for statltity and to revent collgne with losslle personal tryt*y and Ixoperty danoge. Fa general guidance regarding the foblleatbn, slotogo. dolivery. erection and bracing of Inrsses and Inns systems, soeANSI/VI1 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Salary Information available from truss Hale Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tamps. FL 33610 Job Truss Truss Type oty my T12469726 WP0059 A3 Hip 2 t IWPO069JobReference (optional) Builders FrralSeurce. Tampa. Plant city. Fonda 33566 r o s nuy ID:rfytAhmERah3zkORgKYR9zPCPY•KY73gwi 1 eHrZ7SzBSRn?ynEOknbRbnbkzTLBYIyKzPr 1-0 7 4.11 IS-0-0 23-0.0 30.7.5 38-0-0 9-0-0 07.4-11 7.7-5 8-0-07.7-5 7.4.11 -0-0 Sx8 = Sx6 = Scale = 1:68.3 3x6 = 16 " 14 "" 13 "- 11 :rim - 20 11 4x6 = 30 = 3x8 = 44 = 2x4 11 LOADING ( psf) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Ven(LL) 0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(fL) 0.54 13-14 >832 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.27 Horz(TL) 0.19 9 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 185lb FT = 20% LUMBER- BRACING - TOP CHORD 20 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 20 SP No.2 WEBS 1 Row at midpt 3-14, 5.13, 8-13 WEBS 2x4 SP No.3 REACTIONS. ( Ib/slze) 2=1453/0-8-0, 9=1453/0-8-0 Max Horz 2=-93(LC 13) Max Uplilt2=-363(LC 12), 9=-383(LC 13) FORCES. ( Ib) - Max. CompJMax. 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=-I491/2641 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=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 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 lit between the bottom chord and any other members, with BCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) except 01db) 2=363, 9= 363. 7) ' Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING - Verily design parenrarors and READ NOTES ON rmS AND INCLUDED MlTEK REFERANCE PAGE MII.7473 rev. IG09/1a16 BEFORE USE. Design voikl lot use only Win Mllek® connectors. this design Is based only upon parametersshown, and Is lot an hdM&#d building component, not a 0trA syslern. Before trse. Ito lxdldng deslgnot tntrst vodfy Iho cyKxlccilAlty of duslgn paratnelerscxxl Ixolaaly hcogaxate ihls design Inlo Ito oveta0 txtualng design. Bracing Indicated is to prevent lxickling of Indlvldtrcd itum web and/or chord members only Additional temporary and permanent Ixacing MOW It always tegtked for slatAlly and to prevent cdlopse wllh posstAe personal flay and Ixoperty damage. For general gttklarnce tegatalng the larxk:altom storage, delivery. erection and txochg of lames and inrm systems, weANSI/IPl I Quality Criteria, 058-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tarrpo. Fl. 33610 Job Truss puss I ype ply T12469727 W P0059 A4 Hip 10ty2 1I jWP00SQJobReference(optional) Buoders FostSource. Tonpa, Plant Coy, Florida 33566 r.osu s Aug so L 11 Mr r ex muysmes, me u nw vs 09 oV.00 w 1. ya ID:"RhmERah3zfiORgKYR9zPCPY-pkhR 1 GggPbzOlcYN?BIEV?mf8BwOKFOuS74k49yKzpq 10 7-0.1 134-0 19-0-0 25-0-0 3011.15 38•0.0 9-0 0 7-0.1 511-15 6.0-0 6-0-0 5.11.15 7-0.1 0-0 3x6 = 5x6 = 30 = 3x6 = 2x4 II Sx6 = 3x6 = 3x4 = Scale = 1.67.2 Uxo — 1g LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.27 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.63 12-14 >716 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.24 Horz(rL) 0.16 8 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 180lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc pudins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid telling directly applied or 5-0.6 oc bracing. 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/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. ComplMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1743, 3-4=-2636/1609, 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=-1068/2l l8, 10-11=-1068/2l l8, 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 root live loads have been considered for this design. 2) Wind: ASCE 7-10'. VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=1511; 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=359, 8=359. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE M114473 rev. 10AMMIS BEFORE USE. Design valid for use only with Mllek® connectors. Ihls design Is based only upon parameters shown. and Is lot an IrxlMdal building component. rat o truss system. Wrote use. the 1xillci ng designer rust verity the applicability of design Ixaamelers and property Wco orate this design Into the overall txBding design. pirating indicated is to prevent bmMing of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' It always recltdred for stability and to prevent collapse with possible personal k"y and properly damage For general gu ld nce regarding the fabrication, storage, delivery• erection and tracing of trusses and in= systems. seeANSI/tPl I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Lugs Plate Ins1IMe. 218 N. lee Street. Suite 312. Alexandria. VA 22314. TenV&. FL 33610 Job Tr rush I ype oty ply T1246B728 W P0059 A5 Hip 2 II jwp0oS9JobReference (optional) 7 PBuildersFustSource, Tamps, Plant City, Florida 33566 7 6406 Aug 16 2017 W lett Industries, Inc. Thu Nov - 09 -.- 201 age 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-HwFpFcglAv5HN17aZsgT 1 CJnFaHg3cH 1 OngldcyKzPp 14- 5.2.3 11-ry0 19-0-0 27.0.0 32.9.13 38-04 9 o 0 5.2.3 5-9.13 8.0-0 8.0-0 5.8.13 5 2.3 -0 Sx8 = R nnrt9 2x4 II 5x8 = Scale = 1:67.1 396 = 16 15 - 13 - 11 111 axo - 2x4 II 3x6 = 3X = 3x4 = 2x4 11 30 = 3x6 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 089 Ven(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(TL) -0.61 11.13 >735 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(fL) 0.19 8 n/a Na BCDL 10.0 Code FBC2014frP12007 Matrix) Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 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/l521. 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. 8-10= 1507/2691 WEBS 3-15=420/361, 4-15=-88/391, 4-13=-3721775, 5-13=.493/423, 6-13=-372(775, 6-11=-88/391, 7-11=-420/361 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft: Cat. II; Exp C: Encl., GCp1=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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=379, 8=379. 7) 'Semi•ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • VorRy design perametero and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD7479 rov. 14116 016 BEFORE USE. Design va ild for use only Win Mltek® connectors. W& deslgn Is based only upon paromelem shown, and IS lot an Individual Folding component, not a truss system. Belao use, One bonding designer roust verify Ito applicability of design paametem and properly IrndoQrrale IhS design Into the overall building design. Bracing Indicated Is to prevent budding of Individual lnrss web and/or chord members orgy. Additional temporary and permanent bracing M!T®k' Is always requited lot slablly and to prevent collapse calm possible personal "and property damage. For general guidance regarding the fabricalkm storage. detNary. erection and txadtng of tnrsses and tnis systems, seeANSI/TPII Qualify Criteria. OSB•69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdkiblle from truss Plate Institute. 218 N. tee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job toss Truss Type ty wPoo59 T12469729 WPo059 AllHip t 1 Job Reference(optional) Builders FastSource. Tampa, Plam City, Florida 33566 r 64e s nug io koi r mu arc mausmas, me r u Nw vs w .w a cv 1. ramial IO.rlytRhmERah3zfrORgKYR9zPCPY-HwFpFcglAv5HN17aZsgT 1 CJgkaHB3g41 QngldcyKzPp 1-0• 5-e•17 9.0.0 15•&0 22.4-0 29-0-0 32.3-5 36-0-0 9-0 o 5.6.11 3.3 5 6-8-0 6 6.0 6.6-0 3 3-5 5.8.11 -0 3 Sx6 = c nn17;-— 3x4 = 4x6 = 3x4 = Sx6 = Scale = 1:67.1 3x6 = 16 15 14 13 12 3x6 = 3x6 = 4x6 = 3x4 = 4x6 = 3x6 = LOADING(psf) SPACING- 2.0.0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) -0.30 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Ven(TL) -0.78 12.14 >572 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.20 10 We rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pur ins. BOT CHORD 20 SP No.1 BOT CHORD Rigid telling directly applied or 4-8-6 DC bracing. WEBS 20 SP No.3 WEBS 1 Row at midpi 5.16, 7-12 REACTIONS. (Ib/size) 2=1453/0-8-0, 10=145310.8-0 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=-1457/2616 WEBS 4.16_ 3861779, 5-16=-1025/598, 5-14=0/262, 7.14=01262, 7-12=-1025/598, 8-12— 386/779 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 2=399. 10=399. 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' Q WARNING . Vadty doslgn perematera and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE N11•7473 rev. IDA MI6 BEFORE USE. Design vaild for use only Win Mltek® connectors. BYs design Is rased only upon lxmamtelers snovnn. and Is lot an InclMdlal building component. not a tnrss system. Below use. the Ixilc ing designer runt verily the appbk;ab 1IIy of design pxsaneters aril Ixofx,My Incotlwtalu Buisdesign Into the overall hal Is web a/or chord members only. Additional lemlxxary and permanent Lasting buildingdesign. Bracing Indicated Is to prevent Lxakting of Individual and/or M iTek' is alwaystexoted for stalxllty ardl to lrevenl collcAlse with Rosalie p cgsord9 hW cud ixoperty damage For genetol gu/clance regarding the fabrication. slotage. delivery, erection and bracing of tru sas ardl truss systems. soeANSI/TPI I Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Street. Sulte 312, Alexandria. VA 22314. Tampa. FL 33610 0 russ Truss Type Ply Tt2469730 WP0059 ASS Hip 10ty1 fI 1wP00SQJobReference(optional) 7 PBuildersFirstSource, Tarrga. Plant Cay, Florida 33666 7 640 s Aug 16 2017 M1Tek Industries, Inc. Thu Nov — —:— 35 201 age 1 ID:rtytRhmERaK3zfiQRgKYR9zPCPY•17pCSytmxCDByim7ZLraOsOH_guo59BfRZrMKzPo 1-0• 5.6.11 9.0.0 15.5-0 2t-7-0 29-0-0 32.3.5 38-0-0 9-0 O 5 6 11 3 3 5 6-5-0 6-2-0 7-5-0 3 35 5 e•11 -0 5.00 12 5xa = 5x6 = 3x4 = 3x6 — 3x4 4 5 6 7 a Scale = 1:67.1 3x6 = 1a 17 16 15 14 13 IL axe 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = 3x6 30 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.14 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(TL) -0.37 10-12 >416 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 HOrz(TL) 0.01 10 n/a rVa BCOL 10.0 Code FBC2014/TPI2007 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0.8-0. Ib) - 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=4.2psh BCDL=3.Ops1; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.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. Q WARNINO. VMIy dodgn peramerere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. I411011SW IS BEFORE USE. De*p valkl for use only wtlh MltekO ConnecWts. Inls desW 6 based only upon pasamelers shown. and Is lot an Individual building component. not a frtm system. Beforo trse. the IxlkAng designer must verify the a rVocabltty of desion Ixsameters and propedy Incoipotale this design Into the overall buldkV design. Bracing Indicated Is to prevent bucldbV of Individual tnra web and/or chord members only. Additional temporary and permanent biacing MiTek' is always tegJted fa stability and to prevent Collgne wtlh possible personal "and popery damage. Far general guidance regarding me fabdicatlon, storage, delivery, otocllon and txockV of Misses and truss systems. sooANSI/111I1 Quality Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd. Safety Irdormatlon available from truss Plate Institute. 218 N. lee Street. Suite 312, Alexardrla. VA 22314 Tonpe, FL 33610 Job Truss Truss Type oty Ply WPM% Tt246971t WPoose A7B Hip Girder t t Job Reference(optional) G n, uTe1, InA„Nruf rn' Thu Nev 00 09.20.17 2017 Paaa 1 Builders Firsigource. Tampa. Plant city, Flwida -s-,uee •^-- ^-v •--- - - -- --• ---. -- - - ID:rtypRhmERall3zfiORgKYR9zPCPY•hVwytejATgUsEDs9E NAfrxGOoMEGypU612y0wyKzPm t-0- 34.2 7-0.0 12.4-0 18.6-0 248-0 31-o•0 34.7.14 38-0-0 9-0 0 3 4.2 3.7.74 5.4-0 6.2-0 6 2-0 6 4-0 3.7.14 3.4-2 -0 Scale = 1.67.1 2x4 11 Sx6 598 = = US= Sx8 = 5.00 12 Sx8 = 4 t9 20 5 21 22 23 6 7 24 25 a 26 27 9 PPI 3x8 = 18 28 Sx8 = 29 17 30 31 32 16 33 34 35 Sx8 = 3x12 MT20HS = 1. dis 3x6 II 14 36 37 13 5x8 = 3x6 700 12.4-0 t8.6-0 24-8-0 31-0-0 38.0-0 S.A.A 6.2-0 6.2-0 6.4-0 7-0-0 Plate Offsets (Y 3x8 = 18 28 Sx8 = 29 17 30 31 32 16 33 34 35 Sx8 = 3x12 MT20HS = 1. dis 3x6 II 14 36 37 13 5x8 = 3x6 700 12.4-0 t8.6-0 24-8-0 31-0-0 38.0-0 S.A.A 6.2-0 6.2-0 6.4-0 7-0-0 Plate Offsets (Y f4•G-3 0 O.2 41 t9.0.3-0 0.2-41 117.0.4.0 0-0-41 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.06 16-17 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(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°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8.11 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=-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=-555/24116-23=-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 =-I 198/457 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=4881203, 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=-36SM059 WEBS 5.18=-494/1410, 5.17— 184Q(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=4.2psh BCDL=3 Opsf; h=15f(; Cat. 11; Exp C; Encl., GCpl--0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tail 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 lb uplift at joint 15 and 253 lb uplift at joint 11. 8) ' Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Continued on page 2 A WARNWO • Vedfy dedpn pererrietere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7472 rev. fdiel-20IS BEFORE USF- Design valid for use only Win lv91ek9 connectors. fnls design is based only upon ry3am01e5 shown. and Is to an Individual building component, not a miss system. Before use. the building designer must verity the oxxdcabEtty of design parameters and properly Inaxpaato it* design Into the overall bt® dtng design. ®acing Indicated is to prevent buckling of IxlM LKd Inns web and/or chord members only. Addlllonal temporary and permanent braCing M iTew is alwoys tequrrod for staWlty and to prevent collapse with possible personal Iglry and property damage. For general guidance regarding rho labilcalion. storage. delivery. erection and bracing of misses and cuss systems. se0ANSI/TPI I Quality Cdleda, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avdllabte from Truss Rate Institute. 218 N. Lee Streel. Stlte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ply Tt246973t WP0059 A78 Hip Girder 10tyt tI IWPO059JobReference(optional) Builders Fsstsource. Tompa, Plant city. rtonda;Yubbb 10:rfytRhmERah3zfioRgKYR9zPCPY-hVwytejATgUsE0s9E_NAfrxG"EGypU6I2yD KzPm NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7.0-0, 105 lb down and 107 lb up at 9-0.12. 105 Ib down and 107 Ib up at 11.0.12, 105 lb down and 107 lbup at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19.0-0, 105 lb down and 107 lb up at 20-11.4. 105 lb down and 107 lb up at 22-11-4. 105 lb down and 107 lb up at 24-11-4. 105 lb down and 107 lb up at 26-11-4. and 105 lb down and 107 lb up at 28-11-4, and 200lb down and 202 lb up at 31-0-0 on top chord, and 320lb down and 109lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11- 0-12. 81 lb down at 13.0.12.81 lb down at 15-0-12. 81 lb down at 17-0-12, 81 lb down at 19.0.0, 81 lb down at 20-11.4, 81 lb down at 22-11-4, 81 lb down at 26.11-4, and 81 lb down at 28-11-4. and 320lb down and 109 lb 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 (pit) Veit: 1.4=-54, 4-9=-54, 9.12=-54, 2-11=•20 Concentrated Loads (Ib) Vert: 4=-153(B) 7=-105(B) 9=-153(13) 18=-320(B)8=-105(B) 13=-320(B) 19_ 105(B) 20=-105(B)21=-105(B)22=-105(B)23=-105(13) 24=-105(6) 25=-105(B) 26=-105(B) 27=- 105(8)28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(8) 35=-58(8) 36=-58(8)37_ 58(B) Q WARNING - Vedly dedyn Paramatare and REAO NOTES ON THIS AND INCLUDED MIFEN REFERANCE PAGE MD7Q3 rev. I603Q01S BEFORE USE Design valid for use orgy wllh Mllek® connectors Rth design Is based only upon parameters shown. and Is lot an IndNkkwl building Component. not a lnrss system. Before use. the building designer must verily the applicability, of design pxaa melars <trtd pxop ally trd lcolporale thisoslgnInto the overall building design. Bracktg Irtdlcaled fs to prevent bucldfrtg of Individual truss web artd/ot ctlorct metnbets orgy. A(idtional fernloraryand permartont I)iacfng MiTek' h always required for stablilly an d to prevent Collapse YAM possible petsonal "and and ptoperty, damageFor goneral gul dance tegardktg Itte lab ilcalkxL stotoge. delivery, erection and bracing of trusses and tntss systems. soeANSI/FPI I Quality Criteria, OSS-69 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from truss Plate Inslllute. 218 N. Lee Street, Suite 312. Adexand t. VA 22314 Tanpa. FL 33610 cuss Truss Type 0ty Ply T12469732 WP0059 Bt Root Specrel Glider 1 2 1w,, P0059 eb Relerence o tional TA.. u,,., na na 30 39 elf-f 0. 0 r Builders FastSourca. Tampa, Plant Coy, Florida 33566 1 — a Aug ,o 24,1. n. a ... ...,. ..,,..._ ... . __ . ID:rtytRhmERah3zfiQRgKYR9zPCPY-du211KkR_RkaTXOXMPPekGOf b?SkrTma3X3lpyKzPk 1-0 9 4-0 11-B-0 16 6-11 23-e•7 L 2-0 36-0-0 9-0 t8 2.2.6 2.4.0 4.10.11 7.1.13 7-3.9 7-" -0 Scale = 1:69 6 Sx6 = Sx6 = 5.00 12 2x4 *,\ 4 5 2x4 II 5x12 = Sx6 = 3x6 = 16 15 14 23 24 2S 13 26 12 27 26 11 4x0 — 3x6 = 4x6 = 3x6 = 2x4 II 3x4 = 3xa MT20HS = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) -0.37 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Ven(TL) -0.89 13.14 >506 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(rL) 0.18 9 Na We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 353lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-10.3 oc puffins. 7-e, 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 8-11-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (IWsize) 2=1899/0-8-0, 9=2459/0-8-0 Max Horz 2=-60(LC 9) Max Uplift2=-516(LC 5), 9=-826(LC 9) FORCES. (Ib) - Max. CompJMax. 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 BOT CHORD 2-16— 988/3581, 15.16=-1555/5361, 14-15=-1555/5361, 14-23=-2335l7356, 23.24=-2335l7356, 24-25=-2335l7356, 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 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) 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 root live loads have been considered for this design. 4) Wind: ASCE 7.10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat, 11; Exp C; Encl.. GCpi=O 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 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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 pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Continued on Dane 2 Q WARNING • Verily design pnamofers and READ NOTES ON THIS AND INCLUDED aUTEK REFERANCE PACE MO.7473 rev. 100302015 BEFORE USE. wtDesignvalidforuseonlywt0tMllek® connectors. IMs design is based only upon parameters shown. and Is for an trxllNdal IxRdirlg component. not a Inin systorn. Betote use. the building designer mu st verify, applicability design poramelets and property, htcot oralo 0%design Into the overall Addillonat temporary and btacmg MiTek' 13tAdirtg design. Brachtg Indkaled Is to pxovent buclding of individual truss web and/Of Chord members only. permanent Is always requlred lot stablilly and to pievenl collapse vAlh possUe personal "and property damago. fa general guidance regarding the forxlralkm, storage, delivery, erer:tln n and twor.fng of inrsses and miss systems. seeANSI/rPI I Quality Criteria, OS9•89 and 6CSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information avalkrtxe Dom ]fuss F1ate hlslllute. 218 N. Lee Stfeet. Sullo 312, Alexandria. VA [Y314. Jobruse Truss Type aty Ply wP0069 n 24seT32 W PODS9 81 Roof Special Girder • r 2 Job Reference(optional) Builders 1-Irstbource, l arrpa, r'iam Lily, FIOnOa JJ 00 IO:rfytRhmERatt3zfiORgKYR9zPCPY-du2iIKkR_RkaTXOXMPPekGOf b?SkrTma3X31pyKzPk NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18-11.4, 145 lb down and 107 lb up at 20.11.4. 145 lb down and 107 lb up at 22-11.4, 145 lb down and 107 lb up at 24.11.4, 145 lb down and 107 lb up at 26.11-4, and 145 lb down and 107 lb up at 28-11.4, and 250 lb down and 202 lb up at 31.0-0 on top chord, and 81 lb down at 18-11-4, 81 lb down at 20-11-4, 81 lb down at 22.11-4, 81 lb down at 24-11-4, 81 lb down at 26-11-4. and 81 lb down at 28-11-4, and 320 lb down and 109 lb up at 30.11-4 on bottom chord. The desigrt/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) 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) Q WARNING - Verify design peremefers end READ NOTES ON THIS AND INCLUDED MrEK REFERANCE PAGE 11,111.7473 rev. IdMMIS BEFORE USE Design valid for use only wtlh Mllek®connectas. fills design is based only upon paamelers shown. and Is fa an Indlukhral bulding component, not a oust system. Before use. the Ixdldkrg deslgnut must verily the ofXAlcahlly of design pxxameters and Ixopedy Incorporate it* design Into the overall only Adclllbnd lemporary and parmanenl txacing M iTek' txpdng design. lkoctlg IndlCaled Is to prevent b ucaing of Indlvktud truss web and/or ctard members Is always required Net slablly and to prevent collapse with possVe personal"and popery damage. For general guidance tegading the fdxlcalbrL storage, delivery, erection and Ixadng o1 Inrsses and Iris systems, seeANSI/rPI I Quality Cdtedo, OSB-09 and SCSI Building Component 6904 Parke East Blvd. safety Information avdtable born truss Plate Institute. 21B N Lee Street. Suite 312. Alexandria. VA22314. Tempe. FL 33610 Job I rusS Truss Type oty pry T12e69733 WP0059 aJt Jack -Open 12 1 lwpoo, 59 Job Reference (optional) Builders FQSISOurte. lanpa, rant Gay, t-tonaa ;eJJoo ....-........y ... .......... .... ...___...__...._. WbAs_- -- -- - - liIO:"RhmERat 9ztiORgKYR9zPCPY-du2ilKkR RkaTXOXMPPekGOpWbAsk?bma3X31pyKzPk 1-0.0 1-0.0 1-" 1-0.0 Scale = 1:6.6 20 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 2 999 240 MT20 244/190 TCOL 7.0 Lumber OOL 1.25 BC 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.00 3 n/a rJa BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 5 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8.0, 4=9/Mechanical Max Horz2=30(LC 8) Max Uplifl3=-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 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=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 OOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for tans 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. Q WARNING - Verlry dodgn parameters and READ NOTES ON TNn AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 100Y201S BEFORE USE. Design vdkl for use oNy with M ickS connectors. Bls design is based only uf»n latomelers shown. aril Is lot an IndlAc0.wl building component. not a Irtrss system. Belore use. the Ixdtdng designer must verily the aIXAIcab9lty of design pcna nelers and w0I)edy Wogarale this design Into the overall bxddhng design. ®acing Indicated Is to Ixevent hackling of Itldlvkluat Inns web and/or chord members only. Addilbnal temporary and permanent bracing MiTek' is always tectulled for stab0lly and to prevent collapse wllh possible personal hnirsy and rxoperty damage. For general g ldonce regarding the fabticallorL storago. de0very. erection and bxachng of misses and miss sysloms, seeANSI/1PI I Quality Criteria. OSS-89 and 6CSI Building Component 6904 Parke East Blvd. Safety Information avatiable from truss Plate Institute. 218 N. lee Street. Sulle 312. Alexandria. VA 22314. Taupe. FL 33610 Job Truss Truss Type oty ply WP0069 Tt2469734 wpooso 8,13 Jack -Open 10 t Job Reference (optional) Builders Frfe150UtCa. Tan4a, plant (ay. hlottoa 7:rba6 _" .,, ...-....... -. ..._ ..__ __ __.__ ._ __.. Ph A . 1 D:rtylRhm ERaMzl.ORgKYRgzPC PY•fs4c5Vg1311s RSgbkvtttW tHT2_b?V2TSrwoiHegFyKzPp 1-0-0 3-0.0 Taw3-0-0 Style = 1:10.9 20 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) 0.01 2-4 999 ISO BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 11 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/Mechanical Max Horz2=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 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15f1; Cat. II; Exp C: Encl., GCpl--0.18; MW FRS (envelope) and C-C Exlerior(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 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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. Q WARNING . Vwly design PatanWera and READ NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE MB-1473 rev. I0163MIS BEFORE USE. Design valid for use only with Mllek®conneclors. bibs design It based only upon parameters shown. and h for anindividual tbuwing component, not a truss system. Relate use. the Ixdtdno doslgnel must vestry Ito gAAlcaLAlty of design pxramelors and profollY Incorporalo M design Into the overall Adalllorol temporary and pefinariont txacdtg MiTek' txAclrlgdesignBracingIndicaledistoptovenltxrclamgofIndlvldtKtlIntssweband/or chord members only. It always fe%drod lot slotAlty and to prevent collapse with possible personal InkrY and lxopeny damage. For gonetal guidance regarding the lalxkbatlon. storage. WiVery. orecllon and bracing of Misses and tniss systems. sceANSI/1PI I Quality Cifterla, OSS.S9 and SCSI Building Component 6904 Parks East Blvd. Safety Information avallc"a from Truss Plate institute. 218 N. lee Streel. Suile 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type tyPly WPoo59 T12469735 WP0059 8,15 Jack -Open 6 t Job Reference (optional) u,.., na no on•en on, 7 0.n. t Bulldogs F tts1soutce, I strips, rani d:gry, g-ronoa saaoo ••-•_-••-•---.. .... _.. ...---..._-•--- ---------- ID:rfytRhmERah3zfrORgKYR9zPCPY-64c5Vgl311sR5gb66 HT2vT?S9TSrwoiHcgFyKzPj 1-0-0 5-04 1 .0.0 5-0-0 2x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.03 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(fL) 0.07 2-4 820 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 Ida n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix) 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 Horz2=91(LC 12) Max Uplilt3=-81(LC 12). 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. CompJMax. Ten.. All forces 250 (Ib) or less except when shown. Scale - 1:15.1 PLATES GRIP MT20 244/190 Weight: 17lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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. Q WARNING - VoAIy dedgn peraunotwo and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rov. 14114" OIS BEFORE USE Design valid la use only vAth Mnell0 connectors. Ms dedgnr is based only upon paramelers shown. and a for an Individual luldkrg Component, not a Inns system Before use, the building design of mini veAry the al)picabllty, of design paiameters and properly incorporate Ms design into the overallAdditionaltemporaryarilperrrKmnlbracing WOWtradingdesignWac61gIndicatedIstopreventbuddingofindividualtrussweband/or chord members only. Is always regtlrod for stability and to prevenl collapse Win possible personal Inn ry and property danage. for general guidance regarding the lalxk;allon, storage. dollvery, erection and bracing of trusses and miss systcvns. seeANSI/TPII Quality Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovallatxe from truss Plate institute. 218 N. Lee Sheol. Sulle 312. Alexadda. VA 22314. Tarrps. fL 33610 Job ruse Truss Type oty ply WP0059 T12469736 WP0059 C1 Hip t t Job Reference (optional) o. tluedefe Flfelboufce. 1 ar14a. rfamt,ay. rgua 4. 09 ....-. ....a.___......._.....___...__. ..--. ..._.._. ____.__O __ - __. ID:"RhmERah3zf; RgKYR9zPCPY-aGATj?mhW2_Hig9wTgS6ph64tPhRCtd31M09MryKzPi 1-0-0 5.11.10 8d•0 104-0 12.8.E 188-0 1.0 0 5.11.10 2.4-6 244 2.4$ 5-11.10 Scale = 1:34.2 3x4 = 3x6 II 3x4 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CS1. TC 0.41 BC 0.71 WB 0.16 Matrix) DEFL. in Vert(LL) -0.17 Vert( I-) -0.46 Horz(rL) 0.03 loc) Well Ud 2-10 >898 240 2.10 >329 180 8 n/a We PLATES GRIP MT20 244/190 Weight: 76lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc pudins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 7-4.12 oc bracing WEBS 20 SP No.3 REACTIONS. (IWsize) 8=575/0-8-0, 2=703/0-8-0, 9=126/0-8-0 Max Horz 2=60(LC 12) Max Uplifl8=-162(LC 13), 2=-198(LC 12), 9=-7(LC 13) Max Grav8=575(LC 1), 2=703(LC 1), 9=159(LC 3) FORCES. (lb) - Max. CompJMax. 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=-1060/708 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- 1 0=-252/288 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 R 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. A WARKINO • Verity design parameters and READ NOTES ON THIS AND WCLUOEO MITEK REFERANCE PACE MO.7472 rov. I041R015 BEFORE USE wtDesignValidIauseonlyWinMltekSConnectors. IhiS design Is based only upon parameters shown. and is fa an Individual building component, nol a truss system. Before use. the building designer must verify the aprxlcalAlly of deslgt parameters and properly Incorporate Ih6 design Into the overall building design. Bracing Indicated Is 10 prevent brucighng of IndlvkitKl truss web ad/or Chad members orgy. Additional temporary and petmanenl bracing M iTe k' Is always required to stability and to pievenl coda im with possible personal k*xy and properly damage. for general guidance regarding the tabrlCallon. storage. delivery, erection and brachng of times and truss systems, soeANSI/TPI I Quality Criteria. OSS-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexadria. VA 22314. Tampa. FL 33610 Truss Truss Type city, ply WP0059 712460737 P169 C2 Hip 1 1 Job Reference (optional) Wisdom rearsource, Iatrpa, rtantt ny.maaaaaoo _. __.___•. •._._.....___...__...._. ..._.._. __ ____ __ - ID:rfytRhmERah3zltORgKYR9zPCPY-aGATI?mhw2_Hig9wT ---- -- ----- g531M09MryKzPi 6.4-0 12-4-0 16.E-0 1-0-0 6-4-0 6-0-0 6.4-0 5x8 = 4x6 = Scale = 1:33.6 30 = 2x4 11 3x4 = 3x4 = 0 30 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.40 BC 0.61 WB 0.32 Matrix) DEFL. in Vert(LL) -0.04 Vert(fL) -0.11 Horz(TL) 0.02 loc) I/defl L/d 7-9 >999 240 7.9 >999 180 5 n/a rVa PLATES GRIP MT20 244/190 Weight: 75lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=337/0-8.0, 2=603/0.8-0, 6=464/0.8-0 Max Horz2=49(LC 12) Max Uplift5=-87(LC 13), 2=-173(LC 8). 6=-99(LC 9) FORCES. (lb) - 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.Opsh 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.Opst on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 0 WARNING - VerUy dedyn paremefem end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 10411W 15 BEFORE USE. Design valld for use only with Mltek® connectors. this desfW is based orgy upon pmamelers shown. anti Is lot an Individual building component. not a cuss system. Beforo use, Ine lxBd hg doslpnet must verify the af3pli :atAlly of design parameters and ptoperly lncogotato this design into the overall txr0aing design. Bracing Incilcated Is to prevent txrcllfrtg of Indvldtxg truss web aril/a chord members orgy. A&Ilbnal lompotary, and permanent txaGng MiTek7 is always roclWted (of slabAlty, and to prevent collapse with posWAe personal oynay, and properly, damage. for genetal Oulclance tegarc my the Iairk:atlon, slorage, delivery. etectlon and txaclrtg of lamm o ncf truss systems, soeANSI/TPI I Quality Criteria, DS649 and SCSI Building Component 6904 Parke East 81vd. Safety Information available from truss Plate Institute. 218 N. Lee Streel. Sure 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty Ply W110059 T12469738 W Poo59 CJ3 Diagonal Hp Girder 1 t Job Reference (optional) T A.. u..., nor no '!n•199/117 Pnnnf isueeers F lrelbource, terrpa, rulnl bay, r.-.-0 -. KYR9 '---" ""'-' '---- --'- - 10:ry1RhmERah3zfiORgKYR9zPCPY•2TkrwLnJHM68K_k61 xzLMueHZp87xMLOGOmjvByKzPh 1.5.0 3.2.14 1.5-0 3.2.14 Scale a 1:9.4 2x4 = 3.2.14 3.2.14 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Ven(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(rL) -0.01 2-4 >999 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(rL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 12 Ib FT = 204'a LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.2-14 oc puriins. 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 Horz2=58(LC 4) Max Upllit3=-17(LC 19). 2= 94(LC 4) Max Grav3=45(LC 32), 2=201(LC 1), 4=57(LC 3) FORCES. (lb) - Max. CompJMax. 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.Opst; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSVTPI 1. 3) Gable studs spaced at 2-0-0 oc 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 vide 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 suppon concentrated load(s) 68lb down and 85 lb up at 14-15, and 68 lb down and 85 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15. and i lb down at 1-4-15 on bottom chord The design/selecllon 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=l 25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2.4=-20 Concentrated Loads (lb) Ven: 5=44(F=22, B=22) Q WARNING • Vedly dedgn Paratrretore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE hM7473 rev. 1403,0016 BEFORE USE. Deesign vaild for use orgy vAlh Ivillek®conneclas. Ms design is based only upon parameters shown, and Is lot an Individual building component. not a truss system. Bolore use. the txdlding desigrwo must vodfy the c"Aicabllty of design pcnamelers and Ixoperly Incoff)wato tins design Into the overdlonly. Additional lemporay and permanent bracing M iTek' bxBdng design. Bracing WKWated is to ptevenl bucidi ng of Individual truss web and/or chord members is always revered lot slablity and to prevent collalme Win posslsle personal injury rind poporty, damage. For general guidance regaalng me faxkcalkm slotage. delivery, eteclion and bracing of trusses aril truss systems. seeANSI/1PI I Quality Crilerla. DS849 and 6CSI Building Component 6904 Parke East Blvd. Tampa. FL 33610 Safety Information ovallabte from truss Plate Institute. 218 N. Lee Slieel. Suite 312. Alexonddo. VA 22314 Job Truss Truss Type oty PIV WP0o59 T124se73e W P0059 CJ5 Diagonal Hip Girder 1 2 t Job Reference (optional) Builders nstSource. Tampa. Plant City. Florida 33566 . • ^may v , "" • ^^ ^a „. „' ,.• •.^'." `.. . "_ . ID,rfyfRhmERah3zfi8RgKYR9zPCPY-2TkrwlnJHM68K k61XzLMuef3gp4ZxMLOGOmjvByKzPh 1.5 0 3.9.9 7-0.2 1-5-0 3.9.9 3.2.8 Scale a 1:16.6 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) 0.08 2-4 >973 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.52 Ven(TL) -0.23 2-4 >345 ISO 8CLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(rL) -0.00 3 rVa rVa BCDL 10.0 Code F8C2014/rP12007 Matrix) Weight: 24 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 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=158/Mechanical, 2=352/0.10.15, 4=75/Mechanical Max Horz2=100(LC 8) Max Uplifl3=-91(LC 12). 2=-159(LC 8) Max Grav3=158(LC 1), 2=352(LC 1). 4=120(LC 3) FORCES. (lb) - Max. CompJMax. 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=15f1; Cat. If,. 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 91 lb uplift at joint 3 and 159 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixtly, model was used in the analysis and design of this truss. Q WARNING - VorUy deafen parameter and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE UH-7473 rov. 1403,2015 BEFORE USE wtDesignvddforuseonlywithMltek® connectors. Ittls design is based only upon florometers shown. and Is for to Individual bolding component. not a Inss system. Solae use. the lxt&Irtg designer must verity the (Wicobllty of design Ixaanoters and Ixop erly Incorporate it* design Into the overall tx cing design. Bracing Indicated Is to pxevent Ixtcldtng of IrldlvkltKri truss web and/or chard members only. Additional lemporay Qd permanent posting M iTek' Is always requited fa slatrlllty and to prevent collgxo Win losslJle personal trULay and poop arty danoge. For general guidance tegaaBng the rdxicollm storage. del". erection aid bracing of trusses and fntss systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallable from truss Plate Ins1IMe. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Cuss Truss Type ty WPoos9 Tt2469740 W P0059 JcJ7 Diagonal Hip Girder 3 t Job Reference (optional) a0•Ifl I17fl1] Pnn. f Builders r-asrsource, t arrpa, rront lay, rionoa aaaoo • --- - • •-. i - -- II --_ ------ yl' I - -- - IO:rfytRhmERah3zliORgKYR9zPCPY-W 1108hnx2gE?yBJIbFUav680nORXgkOMVgVGRayKzPg 1.5.0 5.2.9 i 9.10.1 T5.0 5-2.0 4-7.8 Scale = 1:21.8 2x4 = 2x4 = „ 3x4 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(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 W B 0.33 Horz(TL) 0.01 5 Na We BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ibdsize) 4=124/Mechanical, 2=445/0-10.15, 5=290/Mechanical Max Holz 2=131(LC 4) Max Up11114=-87(LC 4), 2=-145(LC 4), 5- 82(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-762J199, 8-9=-737/214, 3-9=-703/207 BOT CHORD 2.11=-2721702. 11-12=-272l702, 7.12=-272l7021 7-13=-272l702, 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. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurren(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) 68lb 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=- 54, 2.5=-20 Concentrated Loads (lb) Van: 8=44( F=22, B=22) 10=-75(F=-38, 8=-38) 13=-36(F=-18, B=-18) O WARNING - VeAry design paramerers and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE MO.7472 rev. 1403 IS BEFORE USE Design vaila far use ordy vAth MlleM conneclors. Reis design Is based only upon paramelers shown. and Is la an hxllvidual building component. not a truss system. Berore use, the brlldlno designer must verily the aIAAiCal%Ity of design parameters and property Incoporate Rnh design Into the overall IxUding design. bracing Indicated Is to prevent budding of IndlAdral truss web and/or chord members orgy. Addillonol lemporary and permanent Ixaclng M iT®k' R always required lot stablilly and to Ixevenl collapse with possible personal "If y and property damage. For genotal guidance regarding Ro labilcallom storage. dellvery, erection and Ixacing of tames and truss syslorrm soeANSI/TPII Quality Cdherla, DS11-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from truss Wale Institute. 218 N lee Street. Sulto 312. Alexandria. VA22314. Tampa. FL 33610 Job Truss Truss Type Ory ply WP0059 T1246974t WP0oS9 01 Roof Special 1 1 Job Reference (optional) Th.. ht..., n0 n0 111 a1 On r 7 ann. t Builders Frrst5ource. lompo• runm cny, t-tortaa suooa • ••^•• - ^••a •---• • ••••^•• •••---• --• -- - ---- -- -- -- -- -- -- ID:rlytRWERah3zfiORgKYR9zP'CPY-WfIDShrlx2gE?y6JIbFUav6BPWDSk9ISMVgVG ayKzP9 1-0-0 6 e•0 9 0 0 13-0.0 14.4.0 18.8-0 1•D-0 6-B-0 2-4-0 4.0-0 1.4-0 4.4-0 Scale = 1:34.2 4x6 = o ax4 — 3x4 = "' — 3x4 = 2x4 11 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 100 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.47 BC 0.40 WB 0.26 Matrix) DEFL. in Ven(LL) 0.06 Ven(TL) -0.13 Horz(TL) 0.01 loc) Well Ud 2.11 >999 240 2-11 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10.15 oc pul ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=164/0-8-0, 2=530/0-8-0, 9=710/0-8-0 Max Harz 2=51(LC 12) Max Uplifl7=-68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav7=176(LC 24), 2=530(LC 1). 9=71O(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 BOT CHORD 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 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., GCp1=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 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit 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. WARNWG . Vorfry dedpn parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Ma-7473 rev. 1002WIS BEFORE USE Design valid lot use only vAlh Mllek®conneclors. lhk design 8 based only upon paameters Mown. and Is lot an I d ivldttal bulding component. not a Russ system. &:lore use, the IxLdlnp designer must verity She applicability of design padmnelefs and property Incorporate this design Into the overallorgy. Additional temporary and permanent Ixackv WOWbxlldIngdesign. BFOC rig VKkated is to prevent bxlCldtng of Individual truss web and/or chord members Is always tddplfed for stability and to proven$ collapse wllh possible personal "and properly damage. For general grldance regarding the fntxk:allon, storage, dcflhmry, etfmtktn arxt bxor•Jrng of intases and incs systems, mmANSI/IPII Cua9ty, CAtorta, DS!•89 and SCSI Wilding Component 6904 Parke East Blvd. Tatttpa. FL 33610SorelyInformationavailabletramTrusshateInsilMe. 218 N. too Street. Suite 312. Alexandria. VA 22314 Job rusS Truss Type oty ply WPOoS9 T12469742 WPM% 02 Root Spacial Girder 1 1 Job Reference (optional) Mitosis raswource, rernpa. rranr may, rwrwa- 1D:rfytRhmERah3zfiORgKYR9zPCPY_rrbLloZpzMs21uVWpRJkZ?cetPAVWiKFpzOyKzPI 1.0-0 641-0 11-0 0 164.0 184!•0 1941-0 1-0-0 6-8-0 4.4-0 S-4-0 2.4-0 4x6 = 30 = 41f6 = 3x4 = 20 II 9 4x6 = 30 = 64-0 44-0 2.4-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.10 10.12 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Ven(TL) 0.21 10-12 728 180 8CLL 0.0 ' Rep Stress Incr NO W B 0.41 HOrz(TL) 0.03 6 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=590/0-8-0, 6=372/0-8-0, 9=490/0-8-0 Max Hor22=44(LC 8) Max Uplifl2=-163(LC 8), 6=-127(LC 5), 9=-117(LC 9) Scale = 1:35 1 PLATES GRIP MT20 244/190 Weight: 80lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.3-6 oc puriins. BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. FORCES. (Ib) - Max. CompJMax. 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=-285tI044, 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; VUIt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=15f(; 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 pltchbreaks 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 (pit) 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) Q WARNWO • VeAry dadgn paamefort and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE NQ7473 rov. 14MMIS BEFORE USE Design vela for use only vAm k6lek0connectors. this design is based only upon p aranelers shown. and is fa an fndly d txddlng component. rot a Inns system. Beloro use. the Ixlk9rng designer must verily the opdkalAity of design parameters cexf property Incorporate this design Into the oval., lxacang design Bracing Inc k:aled Is to prevent lxrcaIng of IndNklual truss web and/or chord members only. Addllonal lemlofary and permanent bracing M!Tek' Is always tect lred for slablilly and to prevent collapse with possllAe personal I nluy and property damage. For general guidance regarding the fabxk: alkrx storage, delivery. erection and tracing of Inures and truss systems. seeANSI/TPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute. 218 N lee Slroet. Sulle 312, Alexandria. VA 22314. Tampa. FL 33610 Job ruse Truss Type oty Ply WPM() Tt2468743 WPM% E t HAP Girder t t Job Reference tronal A.... TA,. u.w no r1a-M aS 9a t 7 Pnnw t BuAtdere t-Arsitsoutce, r arrQa, r•Ianl %.Oy, FAPrrae JJ 00 wi- - f - Z '- -- - S2. - ZNpB -" - ig - IO:rfylRhmERah3zIIORgKYR9zPCPY-S2P_ZNpBaH UIBSThugW 2_XGnA306w8iGfy_N VTyKzPe 1.0-0 "_0 8.4-0 13.4.0 1-0-0 SO-0 3.4-0 500 4x6 = 4x6 = Scale = 1:24.3 5.0-0 3.4-0 1 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well 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 TCOL 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 rda BCOL 10.0 Code FBC2014/TPI2007 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 Holz 2=41(LC 12) Max Uplifts_ 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=0/30714-6=0/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oC pudins. 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; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCOL=3.Opsf; h=15fb; 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 nonconcunent 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 ft1 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)' Seml-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 up 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 designtselection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4.5=-54, 2.5=-20 Concentrated Loads (Ib) Van: 3=-141(F) 4=-141(F) 7=-72(F) 6=-72(F) 8=-60(F) 9=-26(F) Q WARNING - Verily dedpn perarnorore and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE 1110.7473 rev. 140VAIS BEFORE USE Design valid for use orgy vAlh Mliek® connectors. Bib deslgrt Is based only upon pusamelers shown. and is la an individual building component. not a truss system. Before use. Iho buildng designer must verily the g4)IlcallflN of design ftaramelors add property Yncorporato this design Into the ovenalt b utaing design. Bracing Indicated Is to pxevent budding of Individual inns web and/or chord members orgy. Additional lemporary and permanent bracing M iTe k' Is always requited ton slobtfly and to Ixevenl collapse vAlh pom"o personal Injury and lxoperly damage. For general guidance regarding the l aricatkxn, storage, delivery. erection and tracing of trusses and truss systems, soeANSI/tPl l Quality Criteria, DSB-89 and BCSI Building Component East tBlvd. Ta 6804Parke East 0 mPaSafetyinformationavailabletraintrussPealeInslllute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Job russ Truss Type Oty Ply T12469744 WP0059 EJ3 Jack -Open 2 1 1wP00SQJobReference (optional) w.._ aullaam VOMoufce. tar pa, r'alm .,ny, rWnvv vaivv -- - - IO'rfytRhmERah3zfr6R4KYR9zPCPY•wEzMmlggLbcapb2tGN 11 W kpOSQZOtAKoBekw2vyKzPd 1.0.0 2.4-0 1-0-0 2.4-0 Scale = I :9,S 2x4 = 2.4.0 2-4-0 LOADING (psl) SPACING- 2-0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(TL) -0.00 2.4 >999 ISO SCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(fL) -0.00 3 n/a rJa BCOL 10.0 Code FBC2014/rP12007 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. (Ib/size) 3=28/Mechanical, 2=168/0-8-0, 4=19/Mechanical Max Horz2=49(LC 12) Max Uplifl3=-27(LC 12), 2=-74(LC 8) Max Grav3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCOL=3.Opst; h=151t: Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 girders) 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. 0 WARNING • Verily dodpn paramotare and READ NOTES ON THIS AND INCLUDED M/IEK REFERANCE PAGE M11F7473 rev. 1001/2015 BEFORE USE. Design wild for use only w11h MlleM connectors. Ins design s based only upon parameters shown, and Is la an kdMCkKri txAdkng component. not a Inas syslern. Beforo we, the buildino designer must verity the appkab Illy of design Ixrarnelers and popedy ktcorpofate thisdesign into the overall building design. Braoi ng Irdicated is to prevent bucktkng of Individual IRM web and/of chard members only. Additional temporary and permanent bfoclng M iTek' is always regrlred for stability and to prevent coilarne with possible personal Injury and property damage. For general guidance regarding iho fabrkatio n. storage. dellvery, erection and bracing of trusses and tnm sysleM soeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallatxe from truss Plate Ins1IMe. 218 N Lee Street. SV to 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type oty Ply WPOOS9 T1246B745 W P00S9 US Jack -Open 3 1 Job Reference (optional) Tw.. u.... ne nann•.e onr o..... esulafa r aslAWrce, l an". rlam lily. rrunaa o 0 .._e .___._..... _....._--- ID:rlytRhmERah3zflORgKYR9zPCPY-wEzMmiggLbcepb2tGN11WkpxzOVZtAKoBe yKzPd 1 g 0 5-0-0 1 O g 5-0-0 Scale= 1:IS. 1 20 = 5-0-0 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In loc) Vdefl 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(rL) -0.07 2-4 >820 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8.0, 4=46/Mechanical Max Horz2=91(LC 12) Max Uplil13— 81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1). 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. CompJMax. 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 Exlerior(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-dgld pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. Q WARNING - Verily dedpn pommerers and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MB•7473 rev. IM1*016 BEFORE USE. Design valkl for use only vAth Mllek®conneclors. this deslgt Is based only upon rxxameters shown, and Is for an tndlvld cal building component, not a truss system. 80ore use. the building designer must vedty the applicability of design Ixaameters ad properly Incogwrato this design Into me overall Additional lemlxlrary and permanent bracing M iTek' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. S always recl lted foe stability and to prevent collarm Win possible personal trtluy and property damage. For general gtldalce regarding the tabrlcallom storage, delivery. erection aact g of trusses and truss systems. soeANSVfPI I Quality Criteria, OSS-69 and SCSI Building Componentandbracing 6901 Parke East Blvd. Salary Information available from truss Plate Institute. 218 N. tee Street. Suite 312. Alexandria. VA 22314. Tampa. Ft. 33610 Job Truss Truss Type Qty ply WP0059 T12469746 WPM() EJ7 Jack -Open 20 1 Job Reference(optional) BuddelS FastSoutea, Tartpa. Ytent Gay, Floapa Jibbb . m a nay ,.. CP . ,.... ..._ .._. __ __.__ __ __.. . __ . ID:rtytRhmERet 3zfiQRgKYR9 """-wEzMmiggLbcapb2tGN 1 I W kptrOS7tAKoBekN2vyKzPd 1-0-0 7-" 1-0-0 7'O'O 3x6 = LOADING (pst) SPACING- 2.0-0 CSI. DEFL. In loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0 66 Ven(LL) 0.10 2-4 772 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ven(rL) 0.24 2.4 337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/rP12007 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 Upllft3=-102(LC 12), 2=-85(LC 12) Max Grav3=159(LC 1). 2=324(LC 1). 4=121(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19.1 PLATES GRIP MT20 244/190 Weight: 23lb 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=1511; Cat. 11; 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 00L=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. WARNING . Vanity datlpn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M1F7479 rev. 10)022016 BEFORE USE Design vaild for use only with Mllek®conneelors. Itnls deslgt is based only upon paramelors shown. and is for an individualividual building component. not a truss system Before use, the IxAding designer must verity the 0ppllcol1111y of design rxaameters and rxoperty Incorrwtalo this design into Ina overall Add illoral Iemporary and permanent Mating M iTewt"dkrV design. 9ractrlg trntllcatod Is to rxevent buckling of individual teas web and/or chard members orgy. S always required for stabllly and to rxevent collaffm wllh poss6Ne personal h}ay ona ixopeny damage. For general guidance regarding the tatxk;allm storage. delivery, otecllon and btactrng of trusses ail tnrst systems. seeANSI/TPI I Quality Criteria. Ds6.69 and 6CSI Building Component 6904 Parke East Blvd. safety Information avc")Ie from truce Nate msilMe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Torrpa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0- r/ ldr For 4 x 2 orientation, locate plates 0-'44' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 sottware or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. 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 if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS.. PRODUCT CODE APPROVALS 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 t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design boding shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, prope i, owner and all other Interested parties. 5. Cut members to bear tightly ogoinst 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/TPl 1. 7. Design assumes trusses will be suitobh/ protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber sholl not exceed 19%of 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 lood deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shoe be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purfirs 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 ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review oil portlons of this design (front, bock, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. 4/28/2017 Florida Building Code Online isr ri" .t?: a .;.b, );, 4{IC.'" 43.. : •r. .?. 'y;.0 {: . Ns. 1.•'.. . , .• A'' ,.' r_. Iuray. w. it - rr F ',rc !R"f%fj't'• 6-`. 4C13 a `c . 'o. Jy "t.. ,,., .s.-•IV _ :, `t':: , . n, ;•. _ i.; 1 .. /. /,!/ `4a 3 111 c l.r > `lii i 1. 9 0 • 7• • 1 5• •, N•e •:.(• ':'` ••^ My`a .t• `." ,. d •.' ,• L/• .. •.'+ s, 'Ni Y •'i}.f;'y r,. :'tl . :', Y(i r,y>a: iie' :''v'` .,i •i ' 4'' ...•:'`.,.:"e' .',. f''": i rai. p;. iI'I.: ,I/ SCIs Home i Loa In I user Registration' I Hot TopicsI submit Surrherge I Slats & Facts I Publications I Fee staff I aas site Map I Links I search rknicka r I Product Approval RECORD COPY Public User Product Approval Menu > Product nc Application search > Application Llst > Application Detail Application Type Revision Code Version 2014 Application Status Approved r' •.t;t; "?!, "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified f '?y;^' ?'`• !} by the POC and/or the Commission if necessary. Comments Archived I..f Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparri no@castcrete, com Authorized Signature Craig Parrino cparrino@castcrete.com aTechnicalRepresentativeCraigParrinoAddress/Phone/Email PO Box 24567 Tampa, FL 33623 cparri no@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email 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 8CCO - CER. Validated By Mlaml-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2011 ACI 530 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https:/A~.floridabuilding.orgtprtpr ppp did.aspx?param=wGEVXOwtDqueglp/o2bT71%2fFig2gnRzHNulc(iSpgLXkU6g*/o3d 1/2 4/282017 Date Validated Date Pending FBC Approval Date Approved Florida Building Cade Online OS/06/2016 OS/06/2016 Stiminarjof'Prodticts - %i ' 'I• FL # Model, Number or Name Description 1S8.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FUSS R8 C CAC NOA 14-0903.03.odf Approved for use outside HVHZ: Yes FLISS R8 C CAC NOA 16-0126.03.odf 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 FL1S8 R8 11 NOA 14-0903.03.odf FL1S8 R8 II NOA 16-0126.03.odf Verified By: Miami-Oade BCCO - CER Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 7tf21 Nu t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4SS.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not with to supply a personal address, please provide the Oepartment with an email address wNtll can be made available to the public To determine If you are a llcencee under Chapter 4s5, F.S., please dick &r _. Product Approval Accepta: w Credit Card Sale ho,osJAvww.floridabuilding.orglpr/pr_app rill.aspxlparam=wGEVXOw(Dquegl%2bT71%21F192gnRzHNuk-45pgL)kU6gg/o3d 22 M I AM I -DADS [%HANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADN11141STRATION DIVISION Miami, Florida 33175-2474 T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %nvw.miamidadaeov/ecouomv Cast-Ct-ete 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 -Dada 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 perforin 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 requiremetits of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet t of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets t tlu-ough 3 of 3, prepared by Craig Parriuo, P.E., dated Match 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision statrip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a 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.. Warty 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 F,-1, E-2 and &3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mnkar, P.E., M.S. MIAMI DADE C14-0903.03 DUNT flti ,,. NOA Date: 09/11/2018l • % Ezpiralion Date: 09/11/2018 Approval 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. Dram-ing No. FD4612, tilled "Precast and Prestressed Lhtlel Details", street I of 1, prepolvel by Craig Parrino, P.E., dated March 24, 2003 and Drenving No. L74612, tilled Cast -Crete 4 ", 6" & 12 " Lintel Sq(e Load Tables'; sheets I through 3 of 3, prepared by Craig Parrhto. P.E., dated March 24. 2003. last revision #1 dated April 28, 2003 both drovrings signed and sealed Dv Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lbrtels Filled and Ut flied A/odeIs, total of (13) concrete little/ spec imetIs. per A S TM E- 5 29 - 9 4, Prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Chi-istopher A. Ramon, AE. C. CALCULATIONS 1. Calculations.for Cast -Crete Linlels, doled 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed b); Craig Parrhto, P.E. 2. Calculations for Cast -Crete Linlels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systeut Manual for Cost -Crete Machine Made Precast Lintels revised on Afgv 1, 2002. 2. Cost -Crete Quality System Alanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drent,ing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated A4arch 24, 2003 and DrmNing No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared b>> Craig Parrino, P.E., dated March 24, 2003, lost revision dated Alrn-ch / 1, 2008. B. TESTS 1. Notre. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Hiami-Dade C'otnt fV Building Code Compliance Orce. E. MATERIAL CERTIFICATIONS 1. None. HWiy A. Maltar, P.E., M.S. Product Control Unit Supa-visor 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 # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. L'T4612, titled "Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables", sheets I through 3 of 3, prepares! by Craig Parrino, P.E., dated March 24, 2003, lost revision dated Alarch l 1, 2003, all signed and sealed by Craig Par•rino, AF.., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. Atone. D. QUALITY ASSURANCE By Man d-Dade County Department of Permitinrg, F.mvlronnnemr, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fr-om Cast -Crete Corporation, slated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance wilh the Florida Brdlding Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TEST'S 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By Mianri-Dade County Departmemr of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notre. tIr FI6 ny A. lVtAl(AI', P.E., A4.$. Product Control Unit Supervisor NOA No. 14-0903.03 EcplrAtion Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining Mo. FD4612, titled "Precast and Prestressed Lintel Details sheet 1 of 1, prepared by Craig Parrino, AE., dated kfarch 24, 2003 and Drawing No. LT9612, titled "Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated .lime 12, 2014, all signed and sealed by Craig Parrino, P.E., 017 August 19, 201 d. B. TESTS 1. None. C. CALCULATIONS 1. Calculations ficr Cast -Crete Lintebr, dated 0811912014, pager 14.201 through 14.236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.8- D. QUALITY ASSURANCE 1. By Mianii-Dade Coma), Department of Regulaton, mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter f •o n Cast -Crete USA, Inc., dated August 19, 2014. signed and sealed by Craig Parrino, P.E., certifying compliance with the Florldet Building Code, 2014 Edition. Hel alcar,l'.C., M.S. Product Control Uuit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: t010912014 E-3 B A=ice R6ow HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TARLE 4L;7Ta®i r1c0a[01]m CSiPACSiItI ti a ;, Ed aii 5nauIUl- l 'rtl. VA Ix n0. 6' PRECAST U-UNTEL DATA TABLE v fl rr T rtr E v T vno llllr 1214 riMM lft= our:u:oe¢vLiL9r,avao, go" U UMAM3.7D 17 N06Flr11LS:rrWWnrc*.S7lrTtvnaff7mrz1rQ"; 4mr*6mr7Ll@t0MlA rlmar s a;3 ramFULIMr ra9To r rv?Y rr. ra rt t.::rza=.o rrz rzas r n v rr_>t rm. r:a__r rtsav r} „: rYg cz n2na r-ta r:.t<': TrY rvr ^lrsgvrz o rT71or" il:i :J IT 7 C.LI'_rYZ"17a: 1• ffnmaurTvmxTm uunr rlui^sr auelo. TYPE .6. TYPE 'A'. SURF vtslT it tvtA ry va 17 12' PRECAST U-LINTEL DATA TABLE r mmr>L*r v e-vno clrraz»tarFa oe Dr i^_tea vno J tt1r3Gi'J l=`Ja r]ilL".fl=Sta DL`L^lL]C'M tTmr tZ:in„ I rDEZ nit3 rd0 aLT-TTll11a rr eani eurtLis r t r r nE-.moe rCatlt• ttr®r tJ: t_'.1m irJr`.:':rEa7eGtt7 rYtiTTAesaglamumeua ua.t IYtay rout_ me•Sa era o rFt7 rJfC7 Sst FINI n. rRC1d rIL' CWLFln" r1LL".1 aSQr ZDQiGL OdOsr"la,=1 t tKam r eru_i mai rzu react r;ez rre>. rr=]dK N_ .iLE"IRE ffryrtsorrtori:are.traS rLL_Lml a'rAerso a-rra n>rn,s u K"a-=.affC"i L It•12 rf11!:.lLc.AmullB_.LU 3 r/.ntfi=d JC uiK" ff .:;m rtLL`11lJGJm Vt2L" l tlCf W NN t1C1kGli[1GIrr.--•>trs:a lLJr'.l Vt}.i f)C]t•C/4 mat t >.,clt rr cci r w.:-. uc.AAt m nata r.n r<r. r r_.v+a-r_ as r,A.0 n a r. n a r srtrv.. ,rrn ncsa rrc r.,. r ma ra m ry ars.:.l rLs r ery o rltt go"XUtr Wm>ul n Ao flo rot roan Mrmr.l n 6 MMWM K Cafr = "M AO WW It ttr.Wpo Ot InItK1IED m m L rmr lmOl co"n CAu-clat W tn. L ift OYMt147/L n AmAfl\ K I. AY N od • INM MOM- o A0 /f tl, IMMW . f.M 1 M" M Alf AKD lK WM WHIM W SUMn NO=" Yf 0"nD IUX1 f. KM facto, r.. KO b lot ALL f A It MO r t.t CAD V AS UM60IA CAOD ro BAWu - W cr m Ionafl h . Jt00 I M . a, II m M M . 4 I ml 1 I .a Km. 4.c rY IN. Wnll tRRf111YfiNItASfMnIICN10KIn !A alM f >aUM nM p01 pL AIM lI Mp W W Alp M MC ,t fool EN M / _//` h5OR1 j' a,: CRWPAARWO 6324 CA Sn SEFFNER. R. 33504 rRonucv ttevtstuv 1 CW PIYta6,ein, II,A rkxidA N', la-oclo 0•3 glnllu tru . 7Al & nCnl . CAST AND PRESTRESSED s" m SED LINTEL ncwlr. awt.--,M WYrIJGJ' ' rI um ]/tym — -- ellf o R. pAil r rt -kl= rank Sam t a l GENERAL NOIES 0 wlawa C. f t .mp rrld - 5«0 Adrcr12rard - dooD rfrom`F-1 AMM At15 mb OD r.Met p ASId CM 0" b or S 2) Al odo b d lath ante m =iily n 4 Mth urr.l bath• L •bial bel. i for &WtAmab/ 20>< Y Imda• w%th to 4. 910. 0 1/2 id" 3) pmu. ld r.arlR bed ow had Mid• 4) PA ad•r to 01F.49WO Ddbda b. perd n61rn M qmh= 40 fink odbd tdr. I-,db t UI at+cU ?142t EAl . 12n 011 w 5) A4 Pbb mod or and 3$D dvmef • Futab.m otb d VI80 adkw^ Oa 11 h-QW 10 t.m:m nn..uu..qq Ir rlrLb SM&F ow. Sara. Howl a .y)dtdso. 9m. ram Web a maiod. 7) 4- mW idtb to b. bddd ./ 4- r r.ntbm 6.14edd W4 r •i.adb. trtki I«I bIM.=-ol of We must map/ .ib too &.0a«brd 5) m« NNdI W&I MLVUft nu1nb Da o rra d .ydl. 10) bR - IM Raw 11) ldbn fmi mew "bat to be bated ci 0m b odom d bo is41 cwl'% tvoF oFetralAnol4 12 f/ . Ilim.mr •ml / a . t/YD l I 6 - 2FB6/ -2 T AAWAR •mmta MW FMAN 0=0 rm r urns Irt/r am csa yA' i« Ol.= Ra tr Ions o 0) Imo m r um B • AC1YAt 1 lotto• mom M Ir IOYa4.L VIM 12) r • 12, utd.t. en f•.r1«G.d .jh S-1 bq .•b0a .1 0• .0 to eridOb .4w al I.UbI kq Rol 15) U6 ed.rir eodea N Gdcs hdsbd in sdo it cmncl MOMY mm «m lrr• a oo&q of swat Wed in «ovdace dwol rulM CC--M or eon -00 M6,4 14) Ulftbob stain 'm to, - eriEied bus . ICr i Oe fM qu Aped "MW b.d + 40M I &WO tld S IDSdowlbdbdSal. WIN" hod 15) rr n•Wd'+ kw be'q]b al din.% au mb bod tam sad ).m bow shorn. 16) For W W90m not Ib0-> Um lob bd from nd hood lelglb demo. 17) SA bob on npisKaod ebrdb ba• 11) S.b bob boW en rdo.d 0aW n.0.b For Afl S]•aWid AD M ' 30) m.datvd bee rs.b mb (IGIIQ din IM44t Se delb OidmrC67had P1rw I500psi 1/2- CLR 6U8 4S8 w• SF32 or — SAFE LOADS FOR 4" SOLID LINTELS 4-444T• GRAVITY TYPE LENGTH 4S8 Y-6- (421 PRECAST 1180 4'-0- (481 PRECAST 959 4'-e (54-) PRECAST 789 5'-10'(70-) PRECAST 460 6'-6' (781 PRECAST 360 7'-6' (907 PRECAST 260 9'-4' (1121 PRECAST 158 1W-6-(1261 PRECAST 116 4i•>ar4-cm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y-6' (421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 V-10'(701 PRECAST 407 148 W-6' (781 PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'-4' (112') PRECAST 187 55 10'-6'(Qn PRECAST 152 43 S 12UB 12F8 121`12 121`16 6F16US6F12 • • " ? : 1 ••4 „'•` 619 i = ,: „ ._..••. •1 :; •. .; : is=:"; ice: 0 • - 12F28 12F24 12F20 PRODUCrAPVISIf ) S (` : jr ei •°''^WYi^f niN 0u FArtd4Dmldl111b ply c T y •' (r,:CRIUGPARRINO ph° p -o o f 3 C ' R10M tli: SMOR679 6F28 6F24 6F20 ''pS',,OtV aG`SEER+FA 3M M1 adumm ,, CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 91 lift iWIL• C16UbS-11 mu11n m AbuR Ata.l• r..,r• lu.>. f414 5/24/01 dQt1c[0 m tlAD fAA2fNq 11. - R[C, b9. 4OSd O4Rl?.R0. UtG12 S11[O 1 0J ! SAFE GRAVITY LOADS FOR 6" PRECAST U-UNTELS 40119-401am SAFE LOAD - POUNDS PER LINEAR FOOT T1rPE LENGTH 6U8 98-1B02-1B6F16-1 6T20-1861`24-18 10602-I11 3'-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3692 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 16S4 1867 3633 W50 6148 7227 8297 9357 V-10'(701 PRECAST 1067 1260 2198 3%7 5734 7227 8297 1225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 Y-6' (901 PRECAST 779 083 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 5B4 660 1066 1523 2084 2795 3731 5017 IV-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1361 PRECAST 457 513 1 805 1133 15D7 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 223E 2808 13'-4'(1601 PRECAST 373 417 646 B95 1170 1485 1852 2285 14'-O'(1661 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2051 PRECAST NR 299 455 620 1 794 SIBS 119E 14 77 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 C I SEE GENERAL NOTES - SHEET 1 OF 3 S' i MO 1 q SAFE LATERAL LOADS MR A- PRECAST OAINTEL3 C011'r-4 R SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU S-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 6D9 344 V- TO- (701 PRECAST 300 350 19B 6'-6' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 V-4- (112-) PRECAST 173 352 74 10'-6' (1261 PRECAST 151 276 58 11'-4'(136-) PRECAST 139 311 49 IT-O'(1441 PRECAST 131 277 44 IS-4'(16CO PRECAST 117 223 35 14'-O'(16n PRECAST 111 202 32 17'-4'(2081 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS Cwa9-oMp SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61`8-11 6F12-1161`16-I1 MOAT 6F24-11 MOAT 6F32-11 Y-6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (48') PRECAST 1225 1BDO 2357 2913 3470 4027 4683 4'-6' (541 PRECAST 1083 1592 2054 2577 3069 3562 4055 V-10'(7DI PRECAST 831 1222 160D 1979 2357 2736 3114 6'-8' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 Y-6' (901 PRECAST 943 8630/ 124904 1544 m 1840 m 2135 N 2431 9'-4- (1121 PRECAST 575 571oa 98D co 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 462 pa 787 m 1121m. 1336p 1551 1766 I1'-4'(1361 PRECAST 474 404 685 985 1213J 1442 1645 12'-O'(144') PRECAST 454 3671 619 c. 888 ns 1093J 1299 1506 IS-4'(1601 PRECAST 402 308 516 736 906 1076 1247 14'-0'(1681 PRECAST 368 285 475 677 832 289 1145 17'-4'(2DB7 PRECAST 25S 208 338 476 505 693 BD3 n THE NUMBERS D4 PARENTHESIS ARE PERCENT REpUC11pNS FOR GRADE 40 FIELD ADDED RMAAR SEE GENERAL NOTE NO. 4 V44 :mp errNlknwiw Amp - o s.,7 CRAIG PARRINO r%rS O VAIEro,, SEFFNERFt 33SM CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB ru IYYI: OMM-14 1 MA1TI1 M,. Aw m" I YUL &Lt 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4mr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1205 IMID 12h2-28 12ri" 12r20-28 42R4-28 IN25-M 13FV-B 3'-6- (42) PRECAST 3428 5000 583E 7619 9352 11060 12755 14438 4'-O' (49) PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (54) PRECAST 2396 3464 5304 7619 052 11060 12755 14438 5'-10'(70) PRECAST 1612 2320 3218 SLU 8487 11060 12755 1443% C-6' (78) PRECAST 11183 ISM 2679 4196 0421 10032 12755 144 Y-6- (90) PRECAST 1138 1828 2131 3218 1 4676 16756 9793 1 9'-4' (112) PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(126) PRECAST 614 1043 1295 1853 2516 3323 43U 5632 11'-4-(136) PRECAST 518 945 1162 1649 2216 2693 3719 474 12'-0'(1441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 IS- 4-(1601 PRECAST 359 767 W 926 1 1294 1709 2188 2743 3409 14'-0-(1681 PRECAST 321 72k'631 1564 2017 2451 3106 17'-4'(208) PRECAST N.R. 451141Meel 1428 1750E 2119'-4'(232) PRECAST NA 34925 1152 1380 1609 In DE NWMM IN PARDFIHMS ARE KNWIT Rt0ACRW FOR QM 40 FIELD AMM RMAIL SQ LEJM WE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U.LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M IMS-261MO- Wn-21122118 15E72- IW26 W30 4'-4' (52) PRECAST 25M 2942 5468 7584 9640 11669 13679 15679 4'-6' (54) PRECAST 2319 2740 5468 7584 9640 11669 M79 156M 5-8' (68) PRECAST 1347 1841 3555 6395 9640 11669 13679 1 5-10'(70) PRECAST 1259 1758 3361 5954 935d 11669 13679 1587 6'-B' (8n PRECAST 924 1430 2633 4415 ISM 1 1257 1480q T-6' (90) PRECAST 703 1203 2157 3494 5259 7922 962 1132 V-8- (I in PRECAST 389 843 1451 2157 3203 44270 5417 6]80 u) IM MU[1a IN PMWML55 ANE PLIM0 KIMMINS Fat CRAB 40 ma, Am R®IR. SEE KIM N01E M 4 SAFELATERALLOADS CnD 4" 009PACT 11.11•ITC1 4 1 SAFE LOAD PLF LENGTH TYPE 12US 12FO RCMU 3'-V (421 PRECAST 1295 4841 393 4'-0' (4f1) PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'- TO- (701 PRECAST 681 2547 155 6'-6' (78) PRECAST 579 2167 123 7'-6' (90) PRECAST 474 1771 914' 9'-4- (112) PRECAST 355 1326 5 0'-6'(126) PRECAST 306 114-31 454, 11'-4-(136) PRECAST 278 1041 38 12'-0-(1441 PRECAST 260 971 34 IS-4'(1601 PRECAST 229 857 278 IM 14'-0'(1681 PRECAST 216 09 251 17'-4'(208) PRESTRESSED N.R. 6MM 16 19'-4'(232) PRESTRESSED I N.R. 1534J 130 u vu.uw nv¢ Iv SAFE LATERAL LOADS FOR PLF 4'-4- (52) PRECAST 4'-6', (54) PRECAST 5-e (687 PRECAST 5'-10-(70) PRECAST 6'-5' (60) PRECAST 7'-8' (901 PRECAST 9'-8- (116) PRECAST SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS Eatt9r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1218-21 1111-2 IVIS-21IIM-21IMI-1T 2128-2112F32-2T Y-6- (42) PRECAST 2752 4287 5613 6938 B264 SS89 10915 4'-0' (48) PRECAST 230 3721 4872 6023 7174 8325 9477 4'-8' (54) PRECAST 2113 3291 4310 325 6347 7365 8384 51-10'(70) PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (78) PRECAST 1444 2269,, 2972j 3675 4378 5081 5784 i-6' (SC) PRECAST 1267 1767 , 2583.1 3194J 3806 4417 5028 9'-4' (112) PRECAST 1028 11710 20D6 259 MA 3583 4079 10'-6-(126) PRECAST 920 947 1612 223IJ 2764J 3209 3653 11'-4-(136) PRECAST 95B 821 1404 1982 2441 2902 3364 12'-0-(1441 PRECAST 11 753 1269 17 2201 2616 3032 13'-4-(160') PRECAST 678 633 1057 14BS1 1826 2169 2513 14'-O'(1681 PRECAST 622 586 974 1365 1679 1993 2309 17'-4' (208) PRECAST 434 427 695 P 964 1182 1402 1623 19'-4'(232) PRECAST 356 170 593 817 1002 1187m 1372 11) NY NURM IN IMMMNE$ ARE MMM RLMMIS FM GRADE /0 FIELD MW WAA SEL 698RA KOM ND. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4tMff-o 9a I SAFE LOAD - POUNDS PER LINEAR FOOT 4'-4' (52) PRECAST 1626 12685 13746 4'-6- (54) PRECAST 1558 2582 36D2 5'-8- (68) PRECAST 1210 2042 2850 5'-10'(70) PRECAST 1173 1984 2769 6'-8' (80) PRECAST 1020 1538 2426 T'-6' (20) PRECAST 904 1226 216 19*,; f (I IS') PRECAST TD3 N 771 1472, W .... MNR015 IN PARQDIR9RI016 SAKKOMIRDMW. ENS ' 10 READ Am W" SEE CEBERAI NDIE N0. 4 447 Mwwra' s..ulCRAIGPARFAO 0 T E F / Aone0telmxo u • o? O ll I E s bn IA1e 8 IVAIEaG`, SEFFNER. 84 3W /vim SEE GENERAL NOTES — SHEET 1 OF 3 '1 14 F•••`` FI.P.E1dC.11Q).UppyS CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FU IM OF3W7-14 IMANN Rr AOKU AIKIW I W" ILIA isx r OAtEt s I tmao m cREn fawk rc - AMMMMI Duirrl2 xn u4c9 tNL[t s a s M IAWDADE MIAMI-DADE COUNTY WiAMAU PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33L75-2474 T (786) 3 t5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued 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 AHI). 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 AW (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 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, 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 put -poses 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, E4, & E-5 as well as approval document mentioned above. The submitted docturientation was reviewed by H Imy A. Makar, P.E., M.S. MIi NOA No. 16-0126.03 AMI- DARE COUNTY Z G Expiration Date: 05/21/2017 Approval Date: 04/28/2016 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 ASTM E-529-94, prepared by Applied Research Laboratories, Report I& 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C, CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, doled 06106196, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, '45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Amerlsteel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Cerl fed Inspection Report #58A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report 984-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. P Wy'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 - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 084-M20749 dated 04105196 for #S rebar by Birmingham Steel Cap. 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 1401-0209.03 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 #S dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared, by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OS/21/2019 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.L. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfi-orn Cast -Crete Corporation, dated 02/2012006, signed by Craig Parrino, P.E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. Hgfrn6 A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on 1darch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig' Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H 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 of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete UU Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. t' _' / wzz' e _ HqIKA. 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 r AIT RlTe HIGH STRENGTH PRECAST AND ICPRESTRESSED CONCRETE LINTELS aati . ti MODWrRWRWED UmpJ" wAe lee FloriOe24coIk •, _ TYPE 'A" STIRRUPS Y 7 32'/ BAR M TIRRUPS B u LS STIRRUP DETAILS aeon Ivw PRESTRESSED_ 7/32°ti StIRRUPS TYPE -8- STIRRUPS Y 6-EM to STIRRUP DiEfTAILS Y[ YpA&;O Nn0.s 14-e 0.134 U2 l- A O s- IS-1 0.100 107 OAR 1-3 ID-2 9 17 -A 0.13e U! 7 3Y 3 7 32 17 -Y O 3 -1 0.1 IJ 1-3 fe-2 O-2 21'-A• 0.0/ 7e7 32 3 7/32 OAR YI'-Y s'-! 3/PDoT17— f0 Y2'-N o.too s1i 3 u 7/dl OAR 21'-1D• e D r-to 3/e 10 2M-0' a210 as1 eA t - 7/32 OAR 23'-10. 6 O e'-3 1/e' 10to -o 1 R" PRECAST W/ 2" RECESS DOOR U—LINTEL IATA TABLE illit ir: T: 7!{7r er-rrt-rrcn el,t ts uwLrTft E c?!1ti muepiavQ0Fffi6mm11[•_LFzlmumuma7um MAID amet al:•J>rrfJ:Jn"vy!`t7 t/tYi MIN971.1 K mti mcli'i m" alJ f1L i S 1k7 3a1©Q 0 SQ•1e[14r[3CJO[•7 y[ fLl2i:'J"i'4 r10 14.11:l 11MOWYLVtI' m*2mIMM l I!Rri!_1 l[3isfi FTA" FC•L['dmFmi a1mrtl!—'r^.lRt.4lT.rlLL MammA mm or 111L •.• aeten au ,loaf tnr v atlne. rL nna Ismsom IRS v attrRrs_ Iq am Rem i• FJe ou+u whir m ,Ietvf me a Deatttau R7R[St[O lt4 tt efMnaK G [AG-[ / NATION YDnR PRECAST U—LINTEL—DATA__T_AOU fTillClli>7l'fT-!ile/('[T.f i 16 7ii1Zififl K[3i,1 If S i fLi r:Lr'.11iQiliD E3C'©LSO 7'TI®L7:i n 1 D il[763iC1atf 13" all* rrw;v_7DGUNIAMUL"Kyamm, Ci. L r7.nllll'JI rialil!:I c- t/t L'1.TkfG; aJI.1IIIO r1 E11 r17=r" Dpxm r" Ims t1• FMA0M 5j_MFI ni>rl F=M D FAMWI2 lL2 rma tf 1t rra.= m MR= r UrA tea aT• 0 rt7m t7 ma na[I<Tm<L'1rinm fF>l®[ I 3aE]CS T4SSa om ItT]CMsil wlt lr- UM)M IDC:]1tlEtttloa KnER ILl ri FDMM Uno mCY f]fT7 1 rF1 rl]Qlli rFl. mma I7C'i t7 rod MOMnARY arotw7OR O rO0301) Foot MOMM AOMOVAI. 11 D p"Imt0 a Wp1OC111 1AWI Alm GMRof OL R>liooum OR oCmfim9D R111OO1 II¢ MOO RR1ItW COMYOt OF w1-CKIt Usk DR. 1. KOOOKdO St[L - 7/37 to ASIR 4)01 e4 N. 1. Moto let 101AL 111e1eEA M SIO1V00 AND Ra WW 02AK 00 AMU A01$ 7/10 IRCM O101RMD D COVMIO StAA1OO I2011 CICII ovim Q 2M3O IOO-R51AY1t01 05 110CLU1O to W TML 00*V111 00 CAOL MI Cu10K SOTAN Aa1V AAIL - IO. Or STORM • .. TRIP IN A Co n= UNUM1Ot r.. VAO M IN r IuM10tO10 DAet be= SMUIS Y libum UMMI0 tMIC31 r.. 0000 M 102 ALL FROM Will OK MLCASI a MOM Ie1mS. SJ OWM 0 fDu WWM nK" ti IMIAL rlullKSf IORCt - IVo [ U.. " IL of OMOC MAY 0t VKD N WV or IR MEMA Iorm RII num CA00 a f1R11101j1 0e[SIRt3tm 10 sumi uncle AOO IWOLM LORCLS. ENS • . '. PROOIICTLLCVISIR7 mlito ieoRaeautlodaaItWM103CodeA.epla.te lVol o OT.o2. Ilal DADZo! 6 I 'aa CRAMPARRWO D1Ly gRD" 'C • 0.12/CA518 BCaARID R.I... dt ENG. ` FL. P . 06 But CAST-CRETE 8" LINTEL FABRICATION DETAILS I - - .t...tatAe lit - tIL m Salle I Una m ID sm r- SAFE GRAVITY LOADS FOR 8- PRECAST wl 2- RECESS DOOR U-LINTELS cwsrcadre SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8Ru8 ONS-aD 010- 0eR4567 Lvle-aR Lv" W3o-le e11F6-1/ mrlo-11 emb-18 fer72-IL ant -to W30-11 4'-4` 52 PRECAST7 1615 1)49 315S 4349 5421 6W 7587 1831 36" af» am 0479 low 4'-S- 54-1 PRECASTA 1494 15" 30L7 JS68 4946 5924 CM 1756 369a 039 9A60 9479 18M3 5'-8` {68' PRECAST 866 1770 2277 2839 34M 3969 1107 2401 m89 am 7017 9311 10'(70•) PRECAST 810 M9 1953 1124 2649 3174 37CO 1113 2342 4242 663f 7402 8706 6 -6` (8D' PRECAST 797 SDI M25 3110 Ale 7747 1141 7360 got IS23 3120 SD18 15 041 100 7'-G (907 PRECAST 755 1400 2459 377t 574] 7D9 sb27 75S 1490 2/59 3n 6743 am 108 9'-0' (118) PRECAST 411 466 99 1560 9 3120 4091 3146 52A m 1561 2263 3129 4150 5091 j) N ADDED IN PARENTHESISA SCSIS AREL PERCENT REDUCTIONS FOR CRADE 40 GENERA& t10TES Q Ydr ro a' P xw Wd . 40M pd re K.elna3 0 -moo pd 3ott Bd maaiml 3 I S .ppyd. Nna.l. a++M7 wil. Nprodnrm ed dee emtprtedn • 19DD r31 I" W AS01 ASIS 0 1q plt* Wma pN AS01 MIS G" 270 In -kxfm owls pa ASN Q10 9P M ar S 2) M wk Ted b31e. 4 bA mNel Snfn TaQ0FA6 ft&Xf Ois7 Y 2 ki&q A d MA cog Imphhnew0i a 1/2 ir]sa 3) R.66 bR ayla bM of lad 19L 4) Mamba w pelbab Shcodu II. row& mOWe IN W.ft 40 60 .ama.a nAm. IA1fut r-r Udd 032-t0 ..b S m"7,r 4M - SA2 0o V 152 nadm 4 6472 tp3) • SS01 to J Ae atfm me d e+tw t%t3,0pD. edlu9q FssvlkmuMwWd106imlatldrrddSawpfImpu _Nn Webs. I101il•e.IpO ?p f acme Sk" e) 51r1. 6hd L,044 a npml 7) an #I r6w any b. s*dMd Iv M 11 nbma U iM/drmb.Bl dul 41 omfth0 mat e..ypl .ia W aebleand 0) ecdMb* **wad iesndidnmimtlob GalStAea m4-OW beam RA am. $ I nppdL 10) MA - MI Rated 11) hum ON .dow nba w to W.Ire d tb b a m .t IM kw SAFE LATERAL LOADS FOR O` PRECAST fA 2" RECESS DOOR U4.1NTEL8 c SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'- 4' (5n PRECAST 758 1 757 1164 4'- V (541 PRECAST 994 693 1073 5'- 8. (OBI PRECAST 408 407 655 5'- 10'(701 PRECAST 382 381 616 6'- t (80r) PRECAST 595 788 464 Y- r (90') PRECAST 509 674 363 9'- 8' (1161 PRECAST 370 490 214 SEE GENERAL NOTE IS 12) w eset' eNi e1h ' MI mmm N m mr r 13) m m1.IM tntom d Inm WId40 Y c NenN .cL dd 1we e.. 4.p d waw aa'w in ew.dM..n ASId'-w r'A..pMbad "111. IQ e w drdd 1w O ieaMndl.de0«dL IE. iYahO 4+L App40 . 416[.l Yd + 61 dA4d..dd WOOrAw ImotIASda ' m law We Irel.dd tad 15) rat mopnlN M fro pla ad am m.Ida Imo Lam dal bar W * .3.dA 16) to wd bye" a4 eaa ute m011m0 me eaI b p d Lep10 0d 17) AY r.ft w mpkUP d d..d4. W= 10) $ d. •.m bad .0 NUMB dwp mdj. Nr AAn 530aaM" Ara 34 N) mdrewnA.Nd me 11 msx ry a1fQICIIm .b.. De idd. Sa mld idr ir. I/ r CIR SEE SAFE Lam Loa TAM FOR LOAD RAI010 RT960RCED UCY (xm FULL COURSE 05 REBAA 10 of GR60 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS cAXII` cwan SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6Rf6- H Wb_ 2T aFt9- 1 eRil0- 21 8Ar14- 1 W14- 21 aNl!- I lknb- 22- 11 W22- 21 LRF2f- 1 W211e 21 W30- 11 ffiF30- ZI 52`} PRECAST No 106s 2312 JOSS 3751 4445 5140 005 I698 W 305t 3731 4445 5140 4'- 6` (54' PRECAST 67 1604 2272 29D 3607 42)5 4943 eel 1694 2772 tslf 3607 4ns 4943 5'- 6- (66,) PRECAST WS 1 1797 2326 2654 3302 l911 075 1269 17f7 2320 1lW 3702 bll 5'- 1Or (701 PRECAST 6% 1207m 1746 2W t 2773 3206 al 1700 656 123] 1746 1 2259 2773 3n 2799 6'- 8' (On PRECAST 570 919 1960 24 2A 3329 570 1080 19e0 2422 M9 3329 7,. ( , F s00 742 1765 21 2567 2168 Sao m 4ion IAS 2166 2557 2960 116') PRECAST 395 468 1221 Wo t8S9' 2110 395 SIO 1386 1701 2019 Wl j) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CRAM 40 nELD ADDED RESAR SEE MUM NOTE N0. 4 I Y V..; r- moamamm /u.memm rIt" 01 ai I5 emu AT FJ( ISWU (Fwaa own 8F16- 1B/IT mom mom- L UAM of A mom ma0 am At m IS R EW At 10 I 4,_.•tiRib FROD ACritew mdo Bd0MM-0 ..itb me FlawO UK LLn C& A C. Ru 1 Al 1111m We7 e' AL71YL I110111 0 re0A0F0 W04 S' ImlmAl n f/ pRQl7UCrItDVLSIy v' a ema3BY0ta ifi111 aN MfNiH CRNOPARRINO At wA ob l6 6324 CR S79 SEFFNER FL 33584 a ' nra. 913Jarl la rrin'I r'i r / DETAILS0•'- Jc _5, i M IAM I -DARE NUA14u-DADS COUNTY PRODUCT CONTROL SECTION DRPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) l 1805 SW 26 Street, Room 208 BOARD AND CODE ADhifMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 3 t 5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iv%v v.minmldade.aov/ccouomy 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 (1ri Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High. Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan•ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 ttu-ough 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RE,ENEWAL 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 Helmy A. Makar, P.E., M.S. NOA No. 14-0903.03 MIAMI•DADE COUNTY '- j rv "L " Expiration Date: 09/11/2018 f Approval Date: l0/09/2014 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 Detall ", sheet I of 1, prepared by Craig Parrino, A E.. dated March 24, 2003 and Dr enving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Sgfe Load Tablas`; sheets I through 3 of 3. prepared 61, Craig Parrino, P.R. dated March 24 2003. last revision #1 dated April 28. 2003 both drmrings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on Jlexttral testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and U11lled rlfodels, total of (13) concrete lintel specimens, per ASTAI E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Chrlstopher A. Hamou, P. E C. CALCULLATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared big Craig Parrhro. AE., signed and sealed bN Craig Parrino, P.E. 2. Calculations for Cast -Crete lintels, dated 05129103. 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrhro, P.E. D. MATERIAL CERTIFICATION: 1. Quali4, System Alanual for Cast -Crete Machine Blade Precast Lintels revised on Uqv 1, 2002. 2. Cast -Crete Quality System Hanual Jbr 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", sheet 1 of 1, prepared by Craig Parrino, P.E., dated rllarch 24, 2003 and Dra ving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated it farch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. At, Aliami-Dade Comity Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. H ty A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 r Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 q0, prepared by Craig Parrino, P.E., dated it'lareh 24, 2003, lost revision dated klarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TEST'S 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE By Afidmi-Dade Corurry Departmem of Permitting. F.rntlronurew, and Regulalor), Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fr-orn Cast -Crete Corporation, dieted 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 N 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Aron. D. QUALITY ASSURANCE 1. By APamt-Dade County Deportment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 13ei ny A. lvlakar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing rVo. FD4612, titles! "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, AE., dated ATrn•ch 24, 2003 and Drawing Aro. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dieted March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Prn71110, P. E.. on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dared 0811912014. pages 14.201 through 14.236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miand-Dade Comm, Departurent o%Regrdatory arrd Economic Resources (RF,R). E. MATERIAL CERTIFICATIONS 1. None. C. OTHER 1. Letter front 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. He1qjM 4akar, C.E., NI.S. Product Con(rol Unit Supervisor NOA No. 1 d-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 A=ice RETEm HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE UNTELS TYPE "r TYPE 'A'_STIRr r .tip. i val ar vc, zaamvta sa_ira luln 4" SOLID LINTEL DATA TABLE sTartiarfTL'Sit©tF1mun :, „ tissa f LSS r]l:lEl+:l Imery 6" PRECAST U-LINTEL DATA TABLE i 11,ft{t r IIMYtT Ii]i.]ta 1t. ta,,1 r1 y7 1 r rr wa r„ l,• I oe;.ln i Irr a o aGi r3?Tr FIX Irsary;Tw TrigmFUTW06Flr•_niTSlm, a vt]tA, vzl<t1 W—rlmi'L5if[.R7i^7r,ff-. 1rar9L7'iTi1, MUMF77TY"m rw.;mrr—iolavInr$7ria.t^.!r 7 rT'7n RavRSmff KV-7m W:T•r 7111L 9f2JJ L: Txw-7mrII-: IFTUTI", ffGmr£io' iRg'iMMo Kr-1 AF'lR f 7 F?Lt• Ifti'_L".7 MENNrr$7 t 2'_L':: rr29 tZ'7 0 rITGSarT^7fg7r1J:l." IrrTav rrtt'iCa70 mayvr9ARTT7rF11 1J 1,111, !R7CTioe]ao rrr_v c>, m Ea=:.T nzndr., mr r ta I..: rr i r- o 11" PRECAST U-IINTEL DATA TABLE INCH 0 rnr-^lrzrri DIFL.T EdnM M o Dora tta r2»t. Deem rr ma o ara:uft r raocrv,,,. 1 r aa nau ai5a L`>• rFL:.7 00 DIEI ^_T C L'r1.7 tfa ana-v zztrurt I lo yvcrUr a no ma a[vrrta rui te.rva>r-a o frav mT71©r;m- ems.ft7 fift'9E[lidrL!' II11"rtLL":•ma[]Coin" kJ i::!IL't 7 Iff'e-,ar aru.t. rF,arrrG.u_mcyae,o ffrmdw Rt1urk, IM-3m"r1 5rcA auarFN Lnc--mreLJmt] fav 67CH I:sQ lt:.J• f F1L!_IaCI r I :l'^_67C7 ELrO amen+ o e r aa.I.t_r um sa,: ancoa ws to 12' F1L•Si iCfJ Ofa1:1 ",;."] nnEvezl_=a'Mv[M t soma om+r u:.arv•, •, l ves r crnto C1C']I y 1C'O L tf fSlJ•f LLI IIJG]fa VttL"J! r:IL t1 1Clr[1Cii [* -.7<•r. [tLL':.:l 11 i DL'1J F]Gi L 7a Q s+rrr rcv rt-ram .ur r r>t.t:.l /Icy li; ,n nev crn rrr_ cra rz v m>. a r- r, m Mary tmn c v rr_.v e8 ®QSi 0lgJ []._3.J R[LUL: C EL]i o 11rt M"rltlr /rW-M FROM" 10 "MM AAINAL n 0 hollow rr aco mrt w As CANNOT 1t I om" OI 0 1 WIrO I1. 1 00.7Im t11N !/A Yt AM AI1 aL IA. AM al NEW . Ym11 ffMWfb A, A,O 10 MW LWLIA . IIOO r11 Iom" M NIN A/II L MM W lets I NIII Of62LVM OMM Alt rl1o111 IpA1N L /et momm r.. m0/ to lot A / In m tt so R 1 [AOI DO W It MM&UM CUb M CIAN11l - ft M unore r..// AIll01 . I lent I!Iv1 . L 110 rlt ro I CAK /AMU:a 1laotr lu1 L Now on& OWL t CAMM a MR W t 1W11'rm1 M I tnl 1 Mu tAN tw at ANI it OI 11N1 I Ann "M M. NOW 7 CEN ,D 0. 4 QF./ 6MCR579 SEFFNM FL 33584 prtr11111L oNwi il llli Ro:i,f0 p` t`Nm111w 1$ lid I aw+a I 71L1 jj. m PRECAST AND PRESTRESSED LINTEL DETAILS i. R.4 - "'^ Iltr NI7@ ASDM-IA NAR R. AIW AIOIWC _ SWL• tT SNOR e, wn , et , I t CENTRAL NOTES 1LIalele: re 4- Wd - 3000 rd re r IY t irdd - ID00 re pad • ]DOD pf '[pgoml)edridsm /Y bd..igpiyd. 000 .. rr ' 0 1900AT N L!0 tin mm oo nd r 1 prr AS1Y iodrmrtarporASIYM1.1701 4'M MO. S 2) AS rto bad mas bmd d nit— dr 4 _mI w.isi b raq_¢ Gofd aSmia G i fer DUO4 30L w Wei to wan a I/ bdesa 3) hwlls M momm na od lice )fts, 4) In WAN b perrMnb beiaa an pte.4 ftimsm la pdr 40 Dde eeldd 1ene. i42 &.Smi 11ti r ) - I ItLpe 5) A3 NO 9.11 a awd 310 adberess , LAW" +bld 1ppd f 121 Ir-4 • bapa xeb a exceed LjIID ddkcgm theWe She 10441lbro mr"ali In Hedb ROaqMlicalils. 8) 9m 9d Wh&ebar.p 4- ai wlmva i be WOW 4- lmmba iedndd ON Q Y111(46a/eDadsrnl of Ndd m d —Ptf ri_ thearali4eAme and/ R dKWr bareelda 1) The ded"a -%," frbrnotumm ew mRywAt dtd tread- aq AM. y Ion d nppal. 10) 1UL - Rd Noted t1) a - rdf eddd low b be bated at W bid= d W Wd C.04. TYPr ) F51rNAMCW r- 1Y•CM4Rn1rae-M&M 0111a 00fRes 12 16-28/2T MMILWWJJ L am •wt in' TAXn1.tram M ® mm fcoo am O Y'(1'% ••. cm lv= Full or mm Q therm m f Irate J* CA if U" m 1w•/ntaed e01e s 1/Y brq .dales, d ties 00 t6 w'" Wieb wtia+ ed eebbetiq od po.laq 1» The Wrk. 4•dn. d b4m i•teld ie rtoAer eaatrb mm.rry e•b dd Aare o cow" N seem apprd _ amdnnttgieA Atlb f.lfN16 a e9esr •pp+pmedr t noliq 14) UAW dnM M tir ..a•lad YeQAa t M My 4p* d .Mine W + NrM bwiwm Ird S IA Sob w1e44 bee $4 M&NW bed 15) re, ampallo Met bAlib ad door ro ub bd b.n nd low IWP ebam 11) Fa kW WOW nd dv a lea ds bed bn•e MA M1ged lalglb dam 17) Sals bob an emppbgmd a.aW bads. 10) Sefs bode bad a raDad ape a."le paablimsil s AD 5Adueerrd ACI 31d 1/) a eerl4d wL (aQ i m IM odamAl WetLradell! bd.. SEE SAFE LAIM LOAD TABLES FOR LOAD RATING FOR EACH AD0010NAL REINFORCEO CMU (RCW) FULL COURSE 1) % 5 REM FOR 6• LIBELS I/ 2- CLA TTP c:7i••e ^' 2) +5 RE81R FOR it WELS CR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS 4-- 4 4" GRAVITY LENGTH TYPE 4S8 Y- 6' (421 PRECAST 1180 C- 0' (48' PRECAST 959 4'- 8' (547 PRECAST 789 5'- 10'(701 PRECAST 460 C- 6- (781 PRECAST 360 i- 6- (901 PRECAST 260 9'- 4- (112l PRECAST 156 10-- 6'(1261 PRECAST 116 12UB 4 - n-o0l"m UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'- C (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- 6- (541 PRECAST 529 258 S'- 10-(701 PRECAST 407 148 6'- C (781 PRECAST 366 118 7'- 6- (901 PRECAST 280 87 9'- 4- (1121 PRECAST 187 55 10'- r(1261 PRECAST 152 1 43 12F6 121`12 12F16 61. 18 6F8 6F12 6F16 _ 4 :. r ; j.. sir? !:' `,. •i'4•':: tip. •~• w. :.: : :,'•' ,•. . -'. vie . : i F u1i r%e' 'y,::... {n •;}: .; _ : g ••• 12F28 12F24 12F20 pRODUCI' WiV+SfiA es enmy+rap •rimtba Fhellb ST F p. U. Ileire3t.Ld: Ail_ % : E CRAIGPARRINO B inGWoo U`al R i. 6324 CA ST9 , / '2 O 8 6F32 6F28 6F24 6F20 '•;;5'p fVALE;G',•p p p, 756 mrMsEft ory . CAST-CRETE 4", 611 & 12" LINTEL SAFE LOAD TABLES ru RAYL• DISUDS-fe f1be11R 11: AIWI AAY® SML: W3. bUL !/'! 4/N gRtlUO R: t3rR rA11D)•. f. - km RI. 44I3e 1 OIAAIO:RR U4633 911171 1 at 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4ws11-cwnn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE A* 6f0-10 6FI2-I6 6F10-I 6F20-18 6F24-19 6FI8-IB 6F32-18 3'-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3692 5050 6148 7227 0297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-IT(701 PRECAST ' 1067 1260 2198 3557 5734 7227 8297 822.9 6'-6' (787 MUST 949 1078 1831 2850 4328 6737 SW 9357 7'-6- (901 PRECAST 779 883 1459 2185 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2054 2795 3731 5017 10'-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 280B IS-4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2265 14--O'(1681 PRECAST 351 392 605 035 1087 1373 1 1703 2087 1)'-4'(2081 PRECAST NJL 1 299 455 620 794 1 98S 1 1198 1 1437 n 1HE NUMBERS IN PARMESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RERAR SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS CAD A. Dori -ACT 11.1 looms C 0AV-44 hfir SAFE LOAD PLF LENGTH TYPE 6U8 6F3 RCMU S-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4--0' (541 PRECAST 416 609 344 5'-10-(701 PRECAST 3D0 350 198 B-6- (787 PRECAST 263 496 157 7'-6' (90') PRECAST 222 367 116 9'-4' (1121 PRECAST 173 352 74 10'-6-(121r) PRECAST 151 276 58 11'-4-(13C) PRECAST 139 311 49 12'-0-(1441 PRECAST 131 277 44 13'-4-(160) PRECAST 117 223 35 14'-0' (1681 PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE )8 IM _IEWITim, firWlsm-1 - , wrftma SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS 40M -*"fv SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE— 6F0-IT 61`12-17 61`16-11 6F20-11 SF24-11 6F20-1T 6F32-tT S-6- (421 PRECAST 1412 2D74 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 1B00 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 1222 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 1D97 1437 1777 2117 2457 2797 7'-6- (901 PRECAST b648 863N1249154414 184004 2135ro 2431 9--4- (1121 PRECAST 57100 98D 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 462ro 787 1I21 1336p 1551 1766 tY-4-(136')PRECAST 474 404 685 m 985 1213 1442 645 12'-C'(1441 PRECAST 457 3670) 61910 880 1093 1299 1506 13'-4-(160-) PRECAST 402 30B 516 736 906 a 076 1147 14'-0-(1681 PRECAST 63 285 475 677 832 989 cm 114S 17'-4'(2081 PRECAST V253j208 338 476 585 693 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GDVA NOTE NO. 4 PRODUcrR1NV13m LWldtronpe db, l Aa KF1vNAtft Rl CRAIGPARRINO fl `./E' 70NALE, SEFFNEAFL n%4 uM 1"" R..P.E.UC-N0.44756 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB s< Rut- oms-u I win or. ma mum I WAL. ru PA c0. BENS 44 11 T .,Qj/V . SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4MI-on" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 WS-211 IV12-28 12:18-3 12F20-28 12n4-28 UF28.26 12M-29 S-6- (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 11060 112755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 V-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144 V-6' (781 PRECAST 1353 1986 2679 4196 6421 10032 12755 144 7'-6- (901 PRECAST 1138 1628 2131 3218 4675 6756 9763 1352r} 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 SW 7552 t0'-6'(1261 PRECAST 614 1043 1295 1853 2516 3323 43M 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-O'(144*) PRECAST 456 873 1073 1513 2020 2817 3333 4206 13'-4'(1601 PRECAST 359 767 926 1294 1709 218E 2743 3409 14'-6'(1681 PRECAST 321 720 865 1204 15S4 2017 2451 3106 17'-4'(2081 PRECAST N.R. 4511, 631D SBA, 1141 1428 17504 2102 19'-4'(232j PRECAST N.R. 343 477 700 225 IIS24 13B0 1609 U) 1W MAWS N PMW MSS ARC KKK MDAM6 FOR am 40 Au A011[D REBIR w WIM WE 111 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4c-87-4mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE URN 121T6.2812RTt0- tW144mb am- tNF26 I2ffJv_fi 52 j PRECAST 2538 2942 1540 7584 9640 111669 13679 1599 4'-6- (541 PRECAST 2319 2740 5468 7584 2640 11669 13679 15679 j PRECAST5-8' (61r 1347 1841 3555 8395 9640 11669 13679 156 5'- 10'(70j PRECAST 1259 1758 3361 5954 S358 11669 13679 156 6'- 8' (801 PRECAST 924 143D 2633 4415 6604 10353t, 1257 14Wq 7'- 6- (90j PRECAST 703 1203 2157 3494 5259 7922 9623 1132 9'- B' (116j PREC/Sl 369 843 1451 2157 3203 442)A 5417 6380 U2 CWR 40riE DD MW IE9YtID.9& SEE CEMRY MI FMR 49• ooFrertT lu IMMI -4 4CFPLF AD LENGTH TYPE 12US 12FO RCI14U X- C (421 PRECAST 1295 4841 39 4'- 0' (481 PRECAST 1295 4841 299 4'- 6' (541 PRECAST 1049 3922 2417 5'- 16'(70j PRECAST 681 2547 I55 6'- 6- (78 j PRECAST 579 2167 123 Y- 6' (901 PRECAST 474 1771 914. 9'- 4- (1121 PRECAST 355 1326 5BC AW- 6'(1261 PRECAST 306 1143 45 I I'-4-(136j PRECAST 278 1041 38 12'- 0' (144 j PRECAST 260 971 34 IY- 4-(1601 PRECAST 229 857 278 14'- O'(1681 PRECAST 216 809 251 IY- 4'(2681 PRESTRESSED N.R. 6 16;' 19'- 4'(2321 PRESTRESSED N.R. 534 130 ALL I.Le1LIW. MIL 10 SAFE LATERAL LOADS FOR 12' PRECAST W 2" RECESS DOOR U-LINTELS 0 SAFE LOAD PLf LENGTH 4'- 4' (52 j PRECAST 4'- 6'. (54 j PRECAST 5'- 8' (681 PRECAST 5'- 10'(701 PRECAST 6'- 8- (501 PRECAST 7'- 6' (90j PRECAST 9'- 8' (116 j PRECAST SEE GENERAL NOTES — SHEET 1 OF 3 mr) MCR 4n t. i" — SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4- 14— SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12F12-2T 12F16-211370-21 12FN-1112F28-2112/32-21 S- 6' (421 PRECAST 2752 14287 15613 6938 8264 9589 10915 4'- 0' (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'- 6' (54') PRECAST 2113 3291 4310 532B 6347 7365 8384 T- 10'(70j PRECAST 1623 2527 3310 4092 4875 56M 6441 6'- 6' (787) PRECAST 1444 2269.2972 3675 4378 5081 5784 7'- 6- (901 PRECAST 1267 1767.ni 2583,3194tj 3806 4417 5028 V- 4- (1121 PRECAST 1028 1171 2111 2590 3087 3wj 4019 10'- C()26j PRECAST 920 W. 1112 2281 2764 3209 3653 I1'- 4'(1361 PRECAST 858 829 1404 1982 2441 2902 3354 tY- O'(1441 PRECAST 814 p 753 1269 17 S4.2201 2616 3032 13'- 4-(IW) FREW 633 1057 1485 1826 2160 251314'-O'(168j PRECAST t678 586 974 1365 16791993 2309 17'- 4'(208") PRECAST 427 695 964 11821402 1623 19- 4'(2321 PRECAST 36B 310 593 817 100211187 1372Q 1ST) NQ IRRINI6 IN PAlIQMM ARE MEW 111=1136 FOR CMK 40 nnD ADMI MEWL SEE MM ME 1& 4 SAFE UPLIFT LOADS FOR 12" PRECAST w! 2" RECESS DOOR U-LINTELS 4 mr-t- I SAFE LOAD - POUNDS PER LINEAR FOOT cnry LENGTH 141oo-a 4mW-a 1iN1I4-i 3692 258; 4'-4- (521 PRECAST 1626 126M 13746 3458 2417 4'-6- (541 PRECAST 1558 2562 3602 2236 165 5'-8- (68j PRECAST 1210 2042 2850 2129 1SS 5'-10'(70) PRECAST 1173 1984 2769 1716 1170,6'-B' 80) PRECAST 10201 1538 2426 1438 914, 7'-6' (90j PRECAST 904 1226 2163 1161 PRECAST 1 703,4771 j 1472E MM M IN PAI DMCM ARE KAiM REDUCTIONS FOR ENS ' 40 MCI ADDED KIM SEE GENERIC MOTE N4 4 447 71E C' C6124C FRNo A, O R1 P SS/ A,r1 •• SEFFNER.F193590 6RODucritnVISL• D b evsoylnR wish"Il"IIAa Idi. 4 lbd4 Amq 1Lc Kn O o 0 3 Wmel Dude o•v'` 161" I'tFl P.EILTC.Np.g875g CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES M IAM I -DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC nESOURCES (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 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel- Fabrication Details", sheets l 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 Parritto, 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 safes, 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 1114-0903.02 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. KOA No. 16-0126.03 MIAMMADE COUNTY= Expiration Date: 05/21/2017 Approval Date: 04/28/2016 Page 1 aP, 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 06/07/97, revision #4 dated 04/28/98, sheet 1•of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. flamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196. 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196,45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -.stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for 43 rebar by Ameristeel. S. Mill Certified Inspection Report 084-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for 04 rebar by. Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. I- Jny-A. Makar, P.E., M.S. Produc ontrol 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 H. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . • None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino', P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. Y- wze— ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiratlon Date: OS/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2007 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., cert6ing 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 Conttol Section Supervisor NOA No. t6-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. t' _' d - az' e: : -_ HqVKA. 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 A4STRETeHIGH STRENGTH PRECAST AND l 1 PRESTRESSED CONCRETE LINTELS MOW t t STIRRUPSA nL1N STIRRUP DETAILS suu l. ra PRE DATA ' TABLE tN' M! i U2 i 4 -t O - f 0 Pa 2 f -2 t a0 1 1-J fo-! 404-! o PA"G-. Pf IP- 0 011 S190 tt'-lo' f e S710f to P fn7 32 wa, 10 u IIA! 2r-fP- f e 4'3 1/M 10 i/.Y IC•.fe,e1}tY:Ynli.r4r c.aur>J:tmff..4mm_trt FT 46, mLoa-,af mr uartaai..r v arEL oar Hall r<la t rxtsa f ua rrur`a'm sr'. t/ pp}ran o lQ]iF3tmiLry El:arlJ3::@H G !tlkYF1i©ate ucrf3c tl3mr rn+nr1:oc,•vnry rTm+rtSaram n f.lt . rz :I l.f rP,'4rs,r 21:i :' rZ-+ergo 1111::: - I I I I I I - L , r I I - , I I I I I I - I I I I - ISM R" PRrC. AST U-LINTEL DATA TABLE le.-a,: e+rcrturr>.aras-ta @SiMm®rno® DF TL IFMmm 0 QS1 E3 lr:Li'.!!]ii D EIa C L10 Rdif l• r ls m ill mve ami97aop r•- WiMI zuEr,IMvcsl!annmmVL3&Z mfirlrlIED®LTr=licMI7aR1• f7ma nm D rr Ec>• iS r! fdTlmii T1L7i rT Ekno ir nrn® rt vt rr•Tasarno Meg r71PfWJ- AFEL IH"rll=]n"FAMALD ou"Clmmum" t MMCILYrFT7m1In"Eca),ttm Inffwt f game ramrr"EtSEv rC9 LfF7 m-MM0 EM" r?m lea Eau tMm rllorRiAOt NFORML110 a WED f0ft MIOMI A"ADVAL A If FfOttC1ID M COMMOt U71f AMP CUM K MOo1 UO 02 oat2m011o m111OY1 t poll 1mntM Cob-" OF MI-qOl lap OM 1. 15wa 00 lttl4: 7/M "A A7tM Affo1 A. N. 0. "[1 1M to1Al MM101 or fill) m AIrD /! f[ PAf oRADI to AnM Afn1 i/lo oem UMM O WM CD SVAIM FROM tACM alAMtln flKtl 1a1r10AX,UM FlOIt691e tfo Of rNl flyaoafm tAIQ rat tsAlolt 1M OF SPA" 1K f. t01MKtt 11 MtDlolfa: r. a no rs1 Fog o' MWOU210 kV Ne 4. DODLL Mail 2 lI1MIM'2 MntIUfU tM16/1 r.. 4M M Im ALL rmM tAM • MUST o AM tfODf. a rA 10oMPf or r0urtomtllt nw3 nA a umw rrutmf rooCl . 0.f0 . 1M V' Cr Rt W K mo 01 L D1 of FfuoM1ffto Lorm Koomeolo CAot a Swom M1 rftfloatlD To offal UnW AN MAle1Pa fQSML a , 7• ENs • • '. is W"Iyr11GV1 ow nleelrl Cc nhllgeFlwYbnlmtio2coax AcaplMtakoIoOi.oZ. p: O 11wUAa 2.eri CRAIG PARPoNO 0324OR579 Adl uAa a aMC a" l3NAL ENG.C' ••• R P.E. SEFFNERFL 0343478g5. 1 DIM CAST- CRETE 8" LINTEL FABRICATION DETAILS g - e ..-........... Fu uvrl ersuu- N mm n two m m. m - am m 44rf1 sue Im fo;mi Y.' ..Yew_._._ .5 w i . ."ee rr.. vn mum 1 eaArtM 1 1n fYIR 1 or 3 r- SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS w»a-Cia<9e SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 e9Fh00 Ni0-OaEW!, M4- 0 sin" 11122-0 e2!-0 a 0-1 e91s-le le esn4- Will -le UM -le W21-1e erow-le 4'-4' (5n PRECAST on 1749 1 3355 32e8 4344 5421 6403 75C on) 1 3699 so aa79 WSO 9479 10493 4'-G` ( S4 PRECAST 1494 ISfa On 2993 3644 4946 M24 6W4 175e 369! 5M$ M aoeo 479 tOW 5'-e' (6B") PRECAST 866 940 In0 171$ 2271 MG 3402 3266 1167 2491 4567 1 ONO 7917M 1311 5'-10•(707 PRECAST 81D ma San 1600 2124 2649 3174 3700 1113 230 4241 e479 Me, 74021. e70 6 -6• (en PRECAST 797 901 Ia2S 3120 W48 7747 0448 7360 901 IB2S 3120 5010 7915 l479 1 Y-6' (90 j PRECAST g 753 1490 24W MIS 5743 7239 303 75S 1490 24W 3778 6747 WMJ IMIJ 9'-D' (1167 PRECAST 411 4" 9$ 15" Me 3129 1011 314$ b26 onIe6$ 2W 3110 4150 1 1) THE NtW.WtS N PARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REML SEE GENERAL NOTE NQ 4 EMB8Ld4IES SAFE LATERAL LOADD FOR W CREt`ARTolr9" RFCt'S4 MAR 11.I.INTELA 4awr64aWm SAFE LOAD PLF LENGTH TYPE BRU6 8RF6 RCMU 4'-4' (521 PRECAST 758 1 757 1164 4'-6- (S41 PRECAST 894 693 1073 5'-8' (6r) PRECAST 408 407 655 V-10-(701 PRECAST 382 381 616 6'-8' (8D-) PRECAST 595 788 464 T-6- (901 PRECAST 509 674 363 9'-8- (1161 PRECAST 370 490 214 SEE GENERAL ROTE 18 1) it) W b an a Aw w >a S-1/Y b" mw" d $f W& to sem000 b c" 4d 1n141r4f N 4704.l• ft a pee6 dW . 40M pr e pedrtst4 9dd ` f000 0 CIDjviWilw d 13) tY. •dm41r rotbn A grab bebld Is male toWth MOMM as doll Ira 4eaGq of a—' IRpli S isW I/ qIS1« uA ewol s•t••7 _plul sr /911 1 w WAS9Aa9M 14U•kb bM4ain40pt.•..Idfs 1.wUnQ6yCL •Mr/ hBe. bMOr6N[rsW[ 1mbro MllCraft2D In mYslir=dAWQe701f Yf r q4d9duMd tmadA.8wt1r1sadt Yb A."AS R « 9 MOREsr9sl Imdimow Mbmtdl Ise f IA d• «rtltd bed `so I - " bl ' 2) AlarmWloosb..d mmmNda4ramdMrtelbwb9. f—fZ too M OW i ml 0i 1 f« MOW, Mid bd7N4 no OM sb boil boom r.r low YpN a." a6tN M f00.S0 Mrflb b dIW 1/2 bdoli Ib) f« UM WyCs W ano, uL fW bM loam ar Wpd loop Tool 3) Reldo he amour bd dam h" ladh 17) Sam bob 4n dgwlmpbw dmmm b bmA A, eels iAerbrcern Do rddlis t« a 40 In Sdb loam Iwd ao nWd .nMa . 4j4 Mr A RbSSD«rd«AO 211 fp a n 0 mm If) iif wd *:eldradcpma477 'MI r lldI...W oodicindmser= O1oM dIM9rtl. Ss bd 5) d sh0u de4d M T Imgor role$ Eumbd6ldW Vfd 4' dd sm CodWGdloml V 0 WMOeea16qAraam WWatooft& 7) 0r 01 room mw b4 9 sb d 1« No IS ro0ma 19a ooj Ned Wma! tW0 db Wro .dmrr 9) fl. M411ar sop a mtnb *WWL W bMt loon a too bd Wb by ed vM": to" eoldld 4td roles d 0-wq Ym go Mo. 04 10) RA . 9d NOW 11) Rrl.A Sal ed1W tales o o kald d W oemm d b. Md 4a117. 1/2' CL8 I SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Cws9 Ran SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 19WII nre-2r eaflb-1 mto-n W14- t ar74- 21 earl$-n eu18- W22- It ant- nK-2 FJ7&-1 UM-11 30- 21 4'- 4' ( 52') PRECAST aS Isu 2392 305$ 3761 140 loos taee 23e2 3034 3751 st40 4'-6' (s4•) PRECAST tin 29M Sao) 5943 W— 16D1 2272 29A 36D7 4943 5'-6• (68) PRECAST A 1797 2326 M43911 875 1269 1787 2326 2434 3911 5•_1G•(7G•) PRECAST ess 12M 171 2259 2n3 27n MIS 1231 1744 2259 2173 3288 2799 6,-B• (6D7 PRECAST 5A 929 IS3D 19eD, 2429 2879 3329 sM IUD I430 19e0 2429 2aA 3320 i-6` (907 PRECAST 306 742 1364 1765 2166 2567 29" S06 n$ 13G4 LS 216i 2587 1+50 9'-e ( 116' PRECAST 390 468 e61 112521,1 1122 1310 1e5! 2la0 39S S90 1072 1!n 170t201$ W j) THE HINBERS IN PARENTHESIS ARE PFACENT REDUC110NS FOR GRADE 40 FIELD ADDED REa% SEE GENERAL NOTE NO. 4 TYPE DFSIGNATION Bl!$ 9E9 E]2 9Elfi f F tlaxm o $Tau d r u a elm L4 11-0.1 8F16-lB/ IT I AOIRYL WHJq J u vm 1"10 14t$ FNEWFS RlW Al 1 1RL (1) Ka1 p- SEE SAFE LAVA LOAD )l man FM LOAD RATIM !2 .%, TGTI FOR [Af31 A4frIlOtlAi 4•% ...; PULL WU ( wrow)CrRSNaweo .•` C!, EN RI7+msld+Ymad9•te/ 0. 44' Bs 10 a CR60 _ AcNo/b o12(. o; 71• f7•' p16yA1r= i Lem'.ai • • r - - C CRAIGPAMNO EC7,' SEFFNEIM 3MGAY am Sam CS am a 11 GelO 1RW)UC71tOVURU Um lq' q ' mblAe )MriG Awebs°'la0e ll oZ t/6m tl Qoda a' r7 ra><iiria i r f r r.\raanrsilQii-i'. T71s[1G i:Yll:1rL•T .MLE CAST— CRETE 8" LINTEL FABRICATION DETAILS VA .arr:r 4 ai;7l:uvlaw: !rrna7:t r\rd: r,T.Inl a:rt;rml vYirarTr " L.\lM9IN7: 1f:7il:1a7L.1I,L' GYIYYi__C _ ____ _ __ _ " "' "' ' 4128/2017 Florida Building Cade Online SCLS home I Log In I Usv Ragbtratlon I Not Topics I Submit Swdene I State a facts I PWtications I F8C Starr I aCIS site Map 1 unm ( seen bProduct Approval useR: Putalc UserArn!. EMMA Aomoral Menu > ProtLKI Or AgpitcvUOrl Seereh > arMlrntton jj > Application Detail R # FL3792-118 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/Emall 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 ararter0lomanco.com Authorized Signature Andrew Carter ocarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 ' 501) 982-6511 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 210i West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acerter®lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or listing Certificatlon Agency Mlaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Cade TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A ht4nlhvww.floridabuilding.orgfpr/pr_app didaapxlparam=wGEVXC;wtDgsFgPhXaazOPGbeAdItEk7oGQ6gYrvnkOA3d 1/3 4Y18I2017 Florida Bu lldlnq Coda ONine Date Submitted 09/30/201S Date Validated 10/06/20LS Date Pending FBC Approval Date Approved 10/09/2015 Date Revised 08/16/2016 iurtrmd' o13Prodirc '•__._... I:L It : " ' :' • Model, Number of Name. DescMptlon: .. -_ — 3792.1 135 Root Louver Aluminum Roof Louver Limits of use Certlficetlon Agency Certificate Approved for use In HVHZ: Yes EU792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- Approved for use outside HVHZ: Yes 0602.02.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other. 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Model 13S Roof Vent and Model 2000 Power FL3792 R8 II Lomanco 13S - 2000 PV - NOA 11-0602 02 odf Roof Vent shall be Installed over composition shingles roofs Verified By: Mlaml-Dade BCCO - CER only. 3. Model 135 Roof Vent and Model 2000 Power Roof Created by Independent Third Party: Vent shall not be installed on roof mean heights greater than Evaluation Reports 33 feet FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Created by Independent Third Party: Yes 3792.2 730•Roof Lower Aluminum Roof Louvee Limits at use Certification Agency Cer late Approved for use In HVHZ: YAs • Apptoved.for. use.outside HVHZ: Yes 7 R C GAC L'dmanco 700 Series - NOA il- 0602.04.odf Impact Reslstantr N/A Design Pressure: N/A • ,. • Other: 1.'Refer t:o.applicable bUllding codes for•repuired `' • Quality Assurance Contract Expiration Date OB/16/20L6 1666lfetion Instructions' ' ventilation. 2..Lomanco's Model 730,750,770 Roof Louvers. - shall comply with applicable building code. 3. Ldnianco's Model.730,750,770 Rdof LbuvBrs shall not be Installed•on•roof' mean heights greater than 33 feet FL3792 R8 iI• Lompi C6 700 Series - NOA 11-0602.04.odt Verified By: Mlaml-Dade BCCO -CER. ' Created, by Independent Third Party:. Evaluation Reports FL3792- R8 :AE:Lomanco 700 Series = NOA'11-0602.04:odf treated:by Indepe'nd ntlhlyd Party: Yes 3792.3 750 Roof Louver Aluminum Roof Lower Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes EU792 R8 C CAC Lomanco 700 Series . NOA 11- Approved for use outside HVHZ: Yes 0602.04.odP Impact Resistant: N/A Design Pressure: N/A Quality Assurance Contract Expiration Date 08/16/2016 Other. 1, Refer to applicable building codes for required Installation Instructions ventllatlon. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's FL3792 R8 II Lomanco 700 Series - NOA 11-0602 04 odf Verified By: Miami -Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602 04 odf Created by Independent Third Party: Yes 3792.4 77o Roof louver •: Aluminum'Roof Louver Limits df.Use Certification Agency Certificate Approved for use In-HVHZ: Yes'- Approved for use outside HVHZ::Yes FL3792 R8:( 00 Series'-' NOA 11- . - 0602:04:oGf ' Impact Resistant:' N/A' Quellty.kii6rance, Contract Expiration Date ' Deslgn Pressure: ;N/A Other. 1..Refer bD applicable building codes•fbr•required 08j16/2036: . IiretallationInstructlons ventilation. 2.. Lomanco's Model 730,750;779'Rgot- Louvers shall. comply with applicable buiding code. 3. EoMArtgo's ...: Model 730,7S0,770 Roof0touyers shall not be -Installed -on roof mean helghts greater than 33 feet. FL3792 I28 'It Lomanco 700 Series— NOA 11-0602 n_a:,,nf_ Verified* By!.Mlaml-Dade BCCO - CER Created by indeplandent Thlyd.Party: : EpalgatIon Reports A:3797 GR AP- i oman_o Inn Series - un_e 11-0e0e fie 6dt Created by Uidependent ThIfd Patty, Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC NOA IS-0709.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other. FL3792 R8 II NOA 15-0709.09.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports I hdp :llwww.ilorldabUlding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgsFgphXouaz9PGbo%4dllcEk7oGQfizyYnmk%3d 213 4P18M7 Florida Building Code Online FL3792 R8 AE NOA IS-0709.09.0df Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 050.487-1m The State of Florida Is an AAf1330 employer. foovrlalit 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibility Statement :: Refund Statement Under Flalda 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 dectronle mall to this entity. Instead, contact the office by phone or by trail clonal mall. ff you haw any questions, please content SS0.467.1395. •pkesuant to Section 4SA27S(1), Florida Statutes, effective October 1, 2012, llcgnseas licensed under Chapter 455, F.S. must provide the Department with an email address If the have one. The smalls provided may Ice used for official communication with the licensee. However email addresses are public record. U you do not wish to app a personal address, please provide the Department with an email address which can he made available to the public. To determine If you are a licensee undo ter 455, F.S., please dick him. Product Approval Aaeaptsi Credit Card Safe ht(psJ/www.floridabLdldlflg.org/pr/pr app dtl.aspx?param=wGEVXQwtOgsFgPhXa=QPGbeVJdlkEk7oGQ6zyYnmk%3d 313 NIAMs IVIIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Mianri, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA, is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this Product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after.a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this-NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date.may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A -copy of this entire NOA shall be provided to the user by the manufacturer. or its distributors and shall be available for.inspection at the job site at the reque$t of the Building Official. This NOA renews NOA No.15-0831:07 and consists of pages 1. through 9'. The submitted documentation was reviewed•by Gaspar J Rodriguez. NOA No.: 16-0510.28 rtiaau aDe couw nr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-374" x 4" TAS 100(A). Embossed alumina,,, static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S '16" x 20-5/16" x 5" . TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter.ope";ng. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system Witha 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR' EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99. TAS 100(A) 03/16/95 PRI Construction -Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/29/15 NOA No.: 16-0510.28 MAM• DADECOU2M Expiration Date; 08/16/21 Approval Date: 06/30/116 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles.. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent -is centered over vent hole. Fasten the base to roof decking with 1'/4" aluwinum annular ring shank nails. With the first nail 1'%" from roof louver end and'a minimum of 6." o.c. at the front and backside'of louver vent parallel to the ridge. And with the fast nail 1'/4" from•roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all -seams and nail heads with'roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 MIAMFDADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %' wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x.1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net. Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LEMTATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Mode1730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes'. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on•roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750=E, 770 Roof Louvers shall comply with 1517.E of the- Florida Building Code 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code -and Rule 61G20-3 of the•Florida Administrative Code. CMIAWMADENOA No.:16-0510.28 . 14", Knr . Expiration Date: 08/16/21 Approval Date:.06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B NOA No.: 16-0510.28 Miaru•aaoe counirr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6of9 DETAIL B (CONTINUED) FASTENER -LOCATION FOR METAL PANEL INSTALLATION OF. 750 FASTENM M(AMMADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C IF 7-50-S SERIES LOWERED ROOF VENT DETAIL 750-E SERms LOUVERED ROOF VENT END .OF THIS ACCEPTANCE NOA.No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06130116 Page 9 of 9. Florida Building Code Online fit.- JM immml scis Home I "In User Registration Hot Topler Submit Surcharge Stats 6 Facts Publications FBC stag I eas site Map I Unks I Search 1 H.IU n, Y ! " Product Approval I0 USER: Public User Product Anrvmral Menu > Product or AoMicatlnn Seereh > AnMI ation u1st > Application Detail FL 7f FL15216-R2 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Q Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 S51) 574-2939 mtupas@lnterwrap:com Authorized Signature Eduardo Lozano elozano@lnterwi-Ap.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/Emall Category Roofing Subcategory . Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a L'Icensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen, Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevici, PE El Validation -Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 201-S Oi COI Nleminen.ndf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code http://Ww%r.BoridaWIdin&org/pdpr_app_dtlaspx7pwwn-wGEVXQwtDgv3yVVKJZtQPAdby[2ugkQGQyljaHhVeiOpVSvuwSdC6Q6A3d%3d[&n411017.l:57:59PM]-...... _.__.. r Florida Building Code Online 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 15216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS216 R2 II 201S 04 FINAL ER INTERWRAP RHINOROOF FLIS216- Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R2 AF 201S 04 FINAL ER INTERWRAP RHINOROOF FLIS216- R2.Rdf Created bj Independent Third Party: Yes CAW&= :: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: 9SO-487.1824 i The State of Florida Is an AA,/EEO employer. rneyrleht 2007-2n13 SLte of Florida.:: Privacy Statement :: AceesslhIlty c atamont :: 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 flits entity. Instead, contact the office by phone or by traditional mall. If you have any questlons, please contact 8S0.487.1395. *Pursuant to Section 4SS.27S(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for offidal communication with the lleensee. However email addresses are public rVcprd. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick bap_ . Product Approval Accepts: L.- M rEEL2 i Credit Card Safe http:/Ay".floridsbuilding.orglpdpr_app_aiLaspx9pama--wGEVXQwtDgv3yVVKJZIQRAAiyl2u$kQGQyljeMVeiOpvsvxwsdCoQ*Md%3d[ 24/2017.1:57:59Y14).. _. QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorizatlon #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance:02/17/2012 Canada 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 Slh 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The tacslmlle teal appearing wat authorbed by Robert NiamInan, P.E. an 04/2712015. TNs does not serve as an elactronlolly signed documenL Signed, sealed hardcooks have been transmitted to the Ptoduet Approval Administrator and to the named client CERTIFICATION OF INOEPENOENCE: 1. Trinity IERD does not have, nor does It Intend to acquire or will It acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved In the approval process of the product. S. This Is a building code evaluation. Neither 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. P C)o 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 1S07.2.3, 1S07.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.83,1507.9.3, 1S07.9.S on Heating 1S07.23, 1S07.S.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1S07.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enti Examination Reference Date ITS(TST1509) Physical Properties 100S39395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 10OS39395C04002 10/27/2011 ITS(TST1S09) Physical Properties 100S3939SCOQ-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 11 felt or D4869 Type II felt. RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced in various other sites. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. S.2 This Evaluation Report is not for use In the HVH2. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. S.4 RhinoRoof Undedayments 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 AW for approval based on this evaluation combined with supporting data for the prepared roof covering. S.S Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER CIPTIOWS Underlayment Asphalt Nall -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate Rh1noRoofU20 Yes No Na 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 1S07 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Cerriflcote ojAuthorizotion #9503 Evaluation Report 140S10.02.12-R2 FLlSZ16-RZ Revision 2: 04/27/201S Page 2 of 3 QOTRINITYI ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or 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 30days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for Information on plants covered under Rule 61G20-3 CIA 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, U.C. Evaluation Report 140S10.02.12-R2 Certificate of Authorization g9503 FLlS216-R2 Revision 2: 04/27/2015 Page 3 of 3 QOTRINITYIERD EVALUATION REPORT 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 Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL1S216-R2 Mission, BC V2V-6E4 Date of Issuance:02/17/2012 Canada 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: RhlnoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsinik seal appearing was authorized by Robert Nlembmn, P.E. on 04A7/2015. This does rot acne as an ekctmnkally slgned document. Signed, sealed hardcophis 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 intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. rTRINITY 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, T1S07.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.8.3, 1507.9.3, 1507.9.S 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: Entit Examination Reference Date ITS (TST1S09) Physical Properties 10053939SCOQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395CO"02 10/27/2011 ITS (rST1SO9) Physical Properties 10OS39395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 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)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. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On rile Foam -On TileI MetalI Wood ShakesI & Shingles Slate or 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 140S10.02.12-R2 Certiflmte of Authorizotion 119S03 FL1S216-R2 Revision 2: 04/27/201S Page 2 of 3 TRINITYJERD 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 Sinele Laver: Roof Slone > 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/Wamock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certi lcate of Authorization #9503 FUS216-R2 Revision 2: 04/27/2015 Page 3 of 3 4/28/2017 Florida Building Code Online y ti1^_:pc!t(tr1 y61J t' J• V rW.w ^; 1 fit. O SCIS Home`I Log in I user aegistratlon I Hot TOPICS I Submit Surcharge i Slats A fads I Publications I FBC stall I WS site Map I Links I Search f•OflCir1 6 Product Approval j(Ill,, USER: Public user Product Aoorwal Menu > Product or Application Search > Application List > Application Detail FL # F15444-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived droduct Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 193SS 610) 651-5847 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobaln.com Mark D. Harrier 18 Moores Road Malvern, PA 1935S 610) 651-S847 Mark.D.Harner@salnt-gobaIn.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE l?i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 RIO COI 2016 01 COI Nleminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM 071S8, Class H Year 2009 2009 2008 hU.psJANww.floridabuilding.org/pr/pr_app dtl asps?param=wGEVXQwIDgtah1g07CSsoycOr128CcpCJinUeXwTibKvIUzOW4hL8w%3d%3d 1/2 4f28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 Summaiy of Prodticte I FL # - Model; Humber or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Umits of Use Installation Instructions Approved for use in HVHZ: No FLS444 RIO II 2016 12 FINAL ER CERTAINTEED Asohalt Shingle FLS444-R10.odfApprovedforuseoutsideHVHz: Yes 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 F15444 RIO AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.gdf 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 :: Accessibilhr Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.orgtpr/pr app dU.aspx?param=wGEVXCIwtDgtah1g07CSsoycOr128CcpCJInUeXwTiWvIUzOW4hL8w%3d0/o3d 212 TRINITY I ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 193S5 EXTERIOR RESEARCH & DESIGN, LLC. Certificate o/Autharization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-Rii 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 Sdh Edition (2014) Florida Building Code sections noted herein. DEscRIPnow CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC iS07.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "rrinitylERD 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. S9166, Florida OCA ANE1993 The facsimile seat appearing was authorited br Robert Meminen,. P.E. on IXM/2016. This does oat score as an electrordeallr sVwd document. Stened, sealed hardcoples have been transmitted to the Product Approval Adrrttnhtrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY (ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5`h Edition (2014) Florida Building Code and So' 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 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 17401 ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM 03161 04CA32986 12/03/2004 UL (TST 1740) ASTM 03161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL'(TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 17401 ASTM D3161 05NK22800 06/22/200S UL (TST 1740) ASTM D3462 R684 09/21/200S UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL(TST 1740) ASTM D3161 & 03462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM 03161 & 03462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7159 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 478719S678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4797380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM 03161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-1111 Cerdfleate of Authorltorlon 095o3 FBC NON•HVHZ EVALUATION FL S444-R10 Revision 11:12/08/2016 Page 2 of 12 i' J TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XTI 2S, XT" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle°, Grand Manor Shanglee, Landmark'", Landmark"' IR, Landmark'"'Pro, Landmark' Premium, Landmark'" TL, Landmark"" Solarls and landmark^' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential Shake"" IR, Presidential Shake TL'" and Presidential Solarls'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" Is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge', Cedar Crest', Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced In AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHI 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 F8C Tables 1S07.2.7.1 and R90S.2.6.1 to ASTM 03161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V.,a = 150 mph (V„It = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.,a = ISO mph (V"It =194 mph). 5.4.3 Classification by ASTM D71S8 applies to exposure category a 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 D71S8 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Salads') exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = ISO mph (V„n = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-Rii Cengkate of Authofization 09503 FBC NON-HVHz EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 6.4.1.1 TRINITY 1 ERD Roof deck, slope, underlayment and fasteners shall comply with FBC iS07.2 / R90S.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 R90S.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1SO7.2.7 or Section R90S.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1S07.2.6 or R90S.2.5. Staples are not permitted. 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 CT20"", XT'" 25, XTTM•30, XT" 30 IR: = I LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 own) (305 rtml- -(305 mm) 1"(25mm) — Se lant t"(25mm) 1 --- --- 5 sro" (145 mm) — 5 t&Pti pant METRIC - 131N. - 131/1" - •- '13Ve" - 1"(25, —11an1 1"(25nm) 1 Flgunt11-3:Usefour 414rforerfryfrdlsbingle. Use four natls and six spots of asphalt tooling cement* for every hill shingle (Figuro 11-4). Asphalt roofing cement meeting ASTM o4S86 Type 11 Is suggested. ilml, ROM ILN vj Apply 1"(25 an) spots of asphalt tooling cement under each tab carnet. Figrim ll-L• Usefourmik mid s& spouo%aspW twitent on slapsio* CAIM01f. Excessive use of roofing cement can. cause shingles to blister. Hip St Ridee for CT20TM, XTTM 25, Xr" 30, XT' 30 IR: Cut Shingles l"-•1l— - 1 J-2"(50mm) _—Removeti- 25rrm) I It Ir - R%247 2" (365101 r(125Cap305mm) WS Shingle , Figure 11-24. Cut fain, Am Mat bank to ruake a?p sbtngfes 01 GrWlsbCsnt a lions sboum). l Ftpm 11.25. InslaUallon oftops along lba hips and rufget. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1TM" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.0S-RI1 Certlpcote afAuthoAratlon #9So3 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 I ARCADIA"": LOW AND STANDARD SLOPE Use Sf\ nalk for every hill shingle Inc-.vLA a. shnwn helon: rs t tbJ_ I' In min) EdlIlr1 fNd lb Fignre 3: G•it• slx uailsfmr exam fill shingle. ITRINITY I ERD Ute SIX nails and FOUR spot$ of asphalt mollng cement for torn (till shingle as shots heloW. Apply asphalt roofing cemetrt 1'(25 ntm) from edge of shingle. Asphalt roofing Cement oteding XMI 0 •1586 Ttipe 11 is sultiew el. f/gro2•;f: 1 +o six rudls uud fr nr slxns rf asp&dt nxfuq ccurcul nu steep slopes. 6.S.1 Hip & Ridee for Arcadia"": 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 embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic' NP11" adhesive or Henkel "PL• Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive 4- 1/4" 1' Dab of asphalt cement between 1" shingle layers Exterior Research and Design,LLC. Evaluation Report 3S32.09.OS•RIL Cerdpcote of Authorization 99SO3 FBC NON-NVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page S of 12 6.6 I SELMONT'": Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. o Add -Limit 61% d rWnd TRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1° (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM 04586 Type II is suggested. pool' NoA0, M, j 6.6.1 Hip & Ridge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle" Ridge Figure 17.18.• Sberngle" Ridge. 1 a• Exposure Remove tape from the right side and fastent• 8 SECOND Fasten the le(t•slde hs eRIGHT FIRST ZX LEFT rlgure 17-19: Installation of.Sbangle® Ridge sbinglerc on blps and riders. 6. 6.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic° NP1'"" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Oeslgn,LLC. Evatuadon Report3S32.09.0S•R31 Cert# kate olAuthoRrallon M03 FSC NON-HVH2 EVALUATION FLS444•1110 Revlslon LI:12/08/2016 Page 6 of 12 fJRINITY I ERD 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD'SLOPE lose kheo nails and three spias of asphali roofing cement for ctery 1.0 five na1Lt for every f11II tillaUglC. hdl (:ouzel llanar Mangle. Use five nails and Ihae :.puts of asphalt ronfing c6una for every fiill Curlagc Nome Shatig(e and Gailmolal Sla(c. Apply allihall turtling Qaneul V W Inift) front alge u(<h(ligk Mlgurte 17•5). A)phall roofing vomit ill meding ASM I9586 11 )pe 11 1" _1•' issuggesu:tl. I •-f15 nmt) (2S mm) 6 l (3e mm) WF_ 16 own) (220 mo) i L I' 1--(25mm) Of leas r I 1' 2L5ilnd figunr/7•a llsaflvrnalkjnrerrrpjdllironAAlanorlhnngh'. 5tg FlSfd}" CdrrlagnHmuoSlwngle. orCentrualulSGUr. 16mm)I 1 220mm) s. 25 mm) Roo11sO Csmeat 17gunt 17-5. Irbrm imstalling Chind Awar SbanRfet on Steep Scopes. run Seven uadS mild lbrre SlwCr ofelphalt moding matrul. 6.7.1 Hip St Ridge for Carriaae House Shanele° and Grand Manor Shanale: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6.8 LANDMARK'"", LANDMARK'"" IR,•LANDMARK'"" PRO, LANDMARK^"PREMIUM, LANDMARK"" TL, LANDMARK'" tOLARIS, LANDMARK'"" SOLARIS W,*.NORTHGATE: .: LOW AND STANDARD SLOPE METRIC DIMENSIONS lz' 143/4" Ir 305 mm)— --(375 mm)—--(305 mml— w: na_•nwarnav sKvs aruw•ro:.:.-:s:rrv'aavtarc 25 mill) ease Tape l (25 mm) •— I Nailabier Nei LANDMARK TL NorthGate: 1311Y' 13" 131/f 343 mm) —(330 mm)— --(343 on) --I I-1- (25 =I 1" (25 mm) --I J- 1F&,m 1.1•4. Owfour uMlsfnr nrg frdl0111#t. wos V"IW IM S 91I. S'r AREA r•d I( 305 mm) 375 mn) -- 305 mm) N Inpllmb pm nil I no rna tlne P ( mm 1 Haft areas oar low and "t"nd"vd slopes (hom 2:12 to 21:121 Nil itOM1)NI tW(A hvn(inss a7 Wiln 0111M. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0 411, Certificate of Authorization 99S03 f8C NON•HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use sis nails and four spots of :uplkdl roofing cement for every full Ltndmued shingle. See (tclo,v. Asphalt roofing cement should meet A.ITAI U4586 lWe 11..ij)ply I' spas of asphak roofing cement unde erclr corner and :u about 12' to W In from etch edge. METRIC DIMENSIONS INITY I ERD LANDMARK TL 131/2 13" 131/2"— 343 mm) (330 mm) CA3 mm) 1"(25mm) 1"(25trim)— I I 1-- 12"--141/4"—. --12" 305 ram) (375 mm) (305 mm) 1 1., F - "-. 1" 25 mm)(25 mm) k1 d9.° t.tG'Q ti K44« "Y`A•EL' :t•.1[R•,XAY}WI'.'ti Cenrenl Z 1"f25 mm) Release Tape I"(25 mm)- j Nail Area For Sleep' Ftgure 13-5.• Use str: nags andfdur spots of 1 -- aspW roofing cement on sleep,slopes 25 mm) - - - - (?S oink Cement NorthGate: STEEP 12" 14-NO 12' SLOPE 1-.-(306 mm}— +- (375 mmj-- —(305 mm}- NAILING Nalin emitsI 1'(25 mm) belwee% wer 1'(25 mm)- nai tnes. t Nailing areas for steep dopes (greater than 21:12) and "Storm-Nalling° Nail between lower 2 nail Ines as shown above. 6.8.1 Hip fie 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 Ir 97" 305mm) (250 m) 8 —yI_— 6' 41S/tE-}J-4t5/16' 150mm) I (I50mm) ( 125mm) I (125mm) Notch for Centering 12' 7nnf forAlgnrtpntotheToEdgeofthePavloust" Of' 125mm) Exposure English Dimension Shadow Ridge'" Exterior Research and Design, U.C. Certg/ caeeolAutAorltatton #M3 EBC NON•HVH2 EVALUATION Notch for Centering 131/ e NLtheTop 7 337mm) Notches for AggnmeN m dge the Previous 75/8, ofL B'(141mm)lzpo _ t Metric Olmenslon Shadow Ridge"' Evaluation Report 3S32.09.0S-R31 FLS444• RIO Revision 11:12/08/2016 Page 8 of 12 J TRINITY I ERD 9 MIX 25d roan} I V16'j1zs `) 13 IN, 33..3 nvn)— sm- IIICertmhfl:teh ( 68 m)I 168 mm 1 13 16Y 1 337 mm) \ MQn these T Centedn0 r4tches M top13 1/4' Notch edrle n1 T 516' (337 mm) ` plcd0us CMsse ( 19: mcl) I \ AGgn Ihoso 1 I notches to top 7 51111 I{ (19' nun) evloua course. NorthGate Ridge NorthGate Accessory p152* ma') La1Mp Notch r I I I 5. (125nnn) I I EYPo re I _,rrnDl' figure 13.20.• Use !Dying nekbes to center sidnglas on hips and. ddga4 a nd b kale llxr correct ezposnra 6.8.1.2 for ASTM D3161, Class F performance use BASF "Sonolastico NPI "' adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest•", Cedar Crest'' IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1131 Certl/kate of Authorltotlon 09S03 F8C NON-HVH2 EVALUATION FL5444-R10 Revision It:12/09/2016 Page 9 of 12 TRINITY I ERD 6.9 I PRESIDENTIAL SHAKE"', PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE Wm, PRESIDENTIAL SOLARIV ": LOW AND STANDARD SLOPE: For low and standard slopes, use five nalls for each full Presidential shingle as shown below. Nailing 1.--- 4(r •I Guide Unes (1016 rmn) 5 1 /4' 133 nun) IN• . • 141/4' I IIY 98 mm) 362 mm) NOTE: Apply nails on painted guideline. Figure 16--4 FasldiingP,esklenaal mid Prerldentlal TL Sbade sbingls on Iola and sAardard slopes STEEP SLOPE: - Par stoop slopes, use nine nails for each hull Presidential shingle and apply l' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 Halls in between die naWng guide lines, apply 4 nails 1' above lab cutouts making certain tabs of overlying shingle cover naffs. L T 1' diameter asphalt roofing cement Figure 16-7.- Fastening Prerrdenaal and P esldenaal T/L sbabe sbagles on sleep slopar. 6.9.1 Hip & Ridge for Presidential Shake'. Presidential Shake"" IR. Presidential Shake TL'"A. Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used.for covering hips and ridges. Apply shingles up.to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory Mth two fas- tener's. 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 to ivio different sizes: Accessory produced in Birmingham,.AL-is 12' x 12% Portland, OR produces•97/8- x 131/4" accessory. 6.9.1.2 for ASTM 03161, Class F performance use BASF "SonolasticO NP111" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertaihTeed requirements. 6.9.1.3 Option 2: Refer to Instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. 6.10 HATTERASTM. i LONE STANDARD AND STEEP SLOPE: r!?]0 aanl 9' ` I i7]fl mne rl7fa nml its emit I 0guir 15.1: FaarulndMaIlMsSbhi2hrnn lou• nad S1a,alarr/Aio/ws ror hoc and sranrtanl shWs, use fire nails for each fail linens ddnllc as Auns'n mono. ftnn•,c. r:,w,nnnp,allr""s.rmglrs •,v.Q&pXV-0 Asr 9" dopes, we me nails and eigla qmu of syihsh tooling cemcin fur earh MU Ilmetas sb(nee As rhouo nbose. Apply I' 2501m) db.u0Cr spas of roo8os rearm WTAI n 4586 *pc II w=uftl) undrr carb inb cmarr. I'ms.hinylc We ptrcr, do am espate cemeaL r:AUTlari: Thn much wifaia uiunu cun cause shludvs en Nislrr. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-RLl Certf/leare o1 Authodwdon I9S03 F8C NON-HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/20LG Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14: m tb1 ee piece milts separate to make 54 Hattems Acxessotysb/ngles 6.10.1.2 Option 2: Cut Hatteras Shingles 6.10.1.3 6.11 TRINITY I ERD 9.. 230 m I I StyII Rlfr?r 460 eo 18" (203 MM) 460mmJ Cap Cap Cap Shingle Shingle Shingle Shingle C`24Omml Plgaty 15-2o: Cut Hatteras shingles to stake cotter cap. FtRure 15-21: Installation of caps along btps and rfdxm For ASTM 03161, Class F performance use BASF "Sonolastic• NPI'u" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. I • HIGHLAND SLATE*'", HIGHLAND SLATE.'-'." IR.. - LOW AND STANDARD SLOP: STEEP SLOPE Ilse PnH nulls and AN:IIT spots o[ asphalt tooling cement* (at each yo.a pr0{ rD7ny faoni hill Highland Slue shingle. Pot miantiosde, Six "iam are required. Apply 1' dlameter spots of asphalt roofing Cement under each tab corner. Asphalt roogngcemenl meeting ASTM D4586 Type R b suggested. x2uro tt•3: eta FM nallsfor etery 1Ngbland slate sbtngla r r r— —r op- 4 00-0 R+t Pra A trr bUd tYoirf. G , P t• :• Y+ ri4o owraAu oAVA n.nl Rodbg Ca wit Ftgme I t .k Rta RIS• nadr and elght tpotrofarphalt MQ tng COMO eiutereach tab comer. CALMON: llccesstro use of roohng Cement can Cause shingles to blister. 6. 11.1 Hip & Rldee for Highland Slate', Highland SlateTM' III: Refer to instructions herein for Cedar Crest'", Cedar Crest'" III or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-Rll Certificate o/AuthortroNon 89503 FOC NON•HVH2 EVALUATION FLS444•RIO Revision 11: 12/08/2016 Page 11 of 12 6.12 PATRIOT`": LOW AND STANDARD SLOPE Use. FOUR nail, for every fall shingle hirlCtl z shown below. Sntltnl 6 t3wF lS rwnl rn -'"- I}I!1' +ice 13•V:' I3Urn1 {AtnTd ('-Sieve TRINITY ERD STEEP SLOPE Use F0111i nails :rod four siMus of aspllall mofinL ceineni for every full shi .je as shoaiu brioa: Asph:ll rtitAiug ctvaart noeaistg ASTNI 045116 T}7k It is suye-led. Apish' 1'(21 stint) y>tds of as(fi: It ssofine rrinull :a sho eu. CAILITI(IN: CAcessive uce of morn e. ctmrnl can c-ause shinglLs to blister. 19ra I •_ 4 d 7`I Raanipt nenl I"rAT 14 Moto ' !mom INS —I— a r" 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 1SO7.2.7.1 / 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 OA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-1111 Certificate of Authorization #9S03 FBC NON•HVH2 EVAWATION FLS444-RlO Revision 11:12/08/2016 Page 12 of 12 t` { TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate oJAuthorization p9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.0S-R11 FLS444-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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIP11ON: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1S07.2.7.1 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity 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 facslmde seal appearing was authorized by Robert Nieminen, P.E on 12/08/2016. This does not sere as an electronicaoy signed dxzment. Signed, sealed hardooples haw been transmitted to the Product Approni Administrator and to the named Client CERTIFICATION Of INDEPENDENCE: 1, TrinitylERD does not have, nor does it intend to acquire or will It acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the product. S. This is a building code evaluation. Neither 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. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the St" Edition (2014) Florida Building Code and St" Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM 03462 2009 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM 03161, Class F 2009 1SO7.2.7.1, R905.2.6.1 Wind Resistance ASTM D71S8, Class H 2O08 3. REFERENCES: iftiibt 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 OS/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 OS/12/200S UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/200S UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFW2.R684 04/22/2014 UL LLC (TST 9628) ASTM 07158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & 03462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & 03462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & 071S8 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC ( TST 9628) ASTM 07158 4787380357 11/08/2016 UL LLC ( TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC ( QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.M. Evaluation Report 3532.09.05-R71 Certificate of Authodration 09503 F8C NON-HVH2 EVALUATION FL5444-R10 Revision It: 12/08/2016 Page 2 of 12 TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT2010, X1 " 2S, XT'" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadla'", Belmont'", Carriage House Shanglem, Grand Manor Shangleo, Landmark'", Landmark," IR, Landmark'" Pro, Landmark"" Premium, Landmark'" TL, Landmark"" Solarls and Landmark," Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate," is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV" and Presidential Solaris"o are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge,", Shadow Ridge'", Cedar Crest'", Cedar Crest"" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced In AR (algae resistant) versions. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables iS07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„a = 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 03161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use in wind zones up to V„a =150 mph (V, It =194 mph). 5.4.3 Classification by ASTM D71S8 applies to exposure category 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 D71SS indicates the measured uplift resistance (RT) for the CertalnTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V„a = 1S0 mph (V,,,t = 194 mph) for residential buildings located in Exposure 0 conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R11 Certificate of AuthoRradon 09503 F8C NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 3 of 12 TRINITY I 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 1S07.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1SO7.2.6 or R90S.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1S10 and CertainTeed published installation instructions. 6.4 CT20'", XT?" 25, XT- 30, XT" 301R:: . LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 min) (305 nnQ— (305 um)- t1-Ar"25mm)_Selanl 1"(25mm) 5 s/a" (1/5 mm5rl?•Pbt "aw T METRIC 131/e" »— IT/e" — 134e" — 11"(25mm) _pant 1"(25mm) 61N T Fig-11.3: Use/Bar natls/br e% e7%X sbinlla Use four nails and sic spots of asphalt roofing cement" for every Itill shingle (Plguro 11-4). Asphalt roofing cement meeting AVM 04536 Type 11 Is suggested. I - - al otim Cement Apply 1" (25 mn) spots of asphalt rooting cowl under each tab corner. flgum 11-: Usefour n4Us andsix spotsq%asym ft twherrton'sfeepstopes OCALMON: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridee for CT20'. XT- 2S. XT" 30, XT- 30 IR: Cut Shingles I I+2" (50 min) Remove,— 25 mm)ft li' I ; 17 L31511, 12 (305 nlrtl) e 1 _ _ _ _ _ r 125mm) % 5 6 Cap _ _ Cap _ _ cap mn) .} 0%S SAingle Shingle Shingle c,`le g Q atal Figuro 11.24. Od tabs, Men Idnn back to nrttke alp sbargtas \of N° EWIsb dinmulam shown). f/ gura 11.25: Installation ofcaps long Its bills and Hdgm 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastice NPiTM" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3S32.09.OS-Ril Certificate of Authodsadon 99503 FBC NON-HVHZ EVALUATION FLS444-RIO Revision 11: 12/08/2016 Page 4 of 12 6.S I ARCADIA-:. ' LOW AND STANDARD SLOPE 11se SIX oail< ((or every hill shingle located as Idi-M heloa: 11449 Lta rta0 Lb r LL LU Figure 2. l.'so sir nails for trr gfull sbiogle. Q"TRINITYJERD STEEP SLOPE Use ST< mills artd R)(IR slots of asphalt roo8ug cement for (wrc full sitixgle as shown Wtiov..Apply.tylralt nxrfing cancan V(25 nor) from edge of shingle. lsplalt nx4mg cemem utcetiog ,SSTII D y586 14pe II iv sogge-mcd. 6.S.1 Hip & Ridee for Arcadia': Cedar Crest'", Cedar Crest^' IR f.r•Osaw rps®{— Flpare;i: 6ira slv naps mtdfrdtr dads ofaspLal1 nx f np ceotcnl •ua steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum 1.-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NP310" adhesive or Henkel "PLIO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive 4- 114"I— 3l4' 1' Dab of Asphalt cement between 1 wshinglelayers Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-Rll Certlllcate olAuthorizodan 89503 FBC NON-HVH2 EVALUATION FLS444-RLO Revision 11;12/08/2016 Page S of 12 j 6.6 I BELMONT' Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. tta'tlsunt- ur rra 58'(t6rt 1 o Wfimul mils d mire! 10.9 TRINITY I ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement- for every full Belmont shingle. Apply asphalt roofing cement 1' (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. aw t??9mn1 t tn'1>a wlas MOMdMLs ie arxt 1'(25ra40% 490di,-Q.Ceaiee 6.6.1 Hip & Ridge for Belmont^': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'"" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle* Ridge Figure 17.18: Sbanglet' Ridge. Exposure Remove tape from the right side a'_ I and fasten Fasten the left side' FIRST Flgare 17-19. hlslallalloa gf-0411910 Ridge SM191es on blps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "SonolasticA NPIn " adhesive or Henkel "PL• Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Certilkate of Authorkaden 09S03 FBC NON-HVH2 EVALUATION Evaluation Report 3532.09.0"11 FL5444-R30 Revision 11:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 TRINITY ' ERD 6RRIAGEMOUSE SHANGLE• AND'GRAND MANOR SHANGLE®: CHIP U0115 LOW AND STANDARD SLOPE list: five ttail< for cvctp (till Siuingle. L f25 mot) 5m, IL 16mm)M" ) Figure 17-•r. lice Jbu naditjar meg full Grand Almttrr bangle. Carrluge Ilattatr Sbatyle. ur Cienlrmdal.SGlle We seven nails and than spots of asphalt roofing cemmt,for every Mdl Crund Manor Shingle. (!se rove nail} and three spots of osphah ronfng cement Mr every full C2rduge Mouse Shangle and Centennial Slatc. Apply asphalt rating cement V (li nuti) from Lrlga of sldngle P( ttony 17.5). Asphalt mo6ng cement moaning xsrm II•LSBf i' w II Is suggested. NO 0- 4'1 OAT i251tom) r4 um 17.5.• Irben inrlrrlling Gmtad.lktacr cbautlet oa rlerp.tlalay. nor sareo nags and I&" rpulr nfatpbrdl ma/lug uutaul. Hip & Ridge for Carriage House Shangle* and Grand Manor Shangle: Refer to instructions herein for Shangle• Ridge hip and ridge shingles LANDMARK"" LANDMARK" IR; LANDMARK*".PRO, LANDMARK""' PREMIUM, LANOMARKTM'TL, LANDMARK""4 SOLARISr. LANDMARK'" SOLARIS IR; NORTHGATE: ' LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 141/4" 17' 305 mm)-- --(315 mm}-r- —(305 mm)- A 4"fa1::•S`r•C_'•t s.v's:::.::tu:_ait IG.•.p:•}..iYCIrS}YC 1 i I -I" (25 ntml Rdeasa Tape Nailabler Ared LANDMARK TL NorthGate: 1311P' 13" 1311r 343 mm)- --(330 mm)-- --(343 mm)--1 I"( 25 tom) 1" (25 tnm) - M M—F/ Rgute 13.4: use four null, far mrq• f to:bingly. WIDE w" 40 Ir 305 rtml 14 314' 375 mm) 12. 305 atm) —I Na fop Lbdts 1' ( 25 no) P r rol Ino o" oer na I Iry r ( 25 aw VOID th Ing omae too Im and slandard 41opn (b m 2:12 to 21:121 Hit oatoean ugwr 1, 63"r In„ to sw" abate. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1131 Certglrate al Aushorltotloa 09503 feC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use sis nails :od fmrr spots of asphalt roonng cement for everyfull hindn: ued shingle. See below. asphah roofing cement should nteel f U4586111)e It. Apply r spots of nsphait roofing Cement uncle each comer and w about 12" to 13' In front each edge. METRIC DIMENSIONS JTRINITYJERD LAN DMARK' Tl 131/ 2' 13': 131/2' 343 mm) (330 mm) (343 mm) 61+- 1"(25 mm) 1"(25 mm)-11 1 I Imo— 12" — •- 14'/4" 17•--I — — — — 305mm) (375 mm) (305 mm) 1 '-+j Imo= 1" 25 mm) (25 mm) vx rc-+ _'.s c t : r: =s. »a s zc,a ¢ann,ss" .u a : Rooting Cement I I"(25mn) Release Tape- Nail Area For Slcep''' - -. figure 13 5: Use s[r nags.aad fourspots of aspbd i = i'ns coutnt on sleep slopes 25 mm) I Roofing Centenl (25 mm NorthGate: STEEP 12' 14-314' 12' SLOPE I+(305 mm)— (375 mnt-- -(305 mm) -«1 NAILING NaiOn imils AREAImm betwet wen 1"(25 mm)-I + I'll - Nailing areas for steep slopes (gmater than 21:12) and " StonrAailingn Nail between lower 2 nail Ones as shown above. 6. 8.1 Hip & Ridge for landmark'. Landmark' IR, Landmark"" Pro, Landmark'" Premium, landmark' TL. Landmark' Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option is Shadow Ridge' or NothGate Accessory Ir 9 V 305mm) ( 250 m) G 8' 415/ I6,41S/16 150mm) ( 150mm) (125mm) ( 125tem) I Notch for Centering 3( 150m) Notches for AOgnment to the Top Edge of the P(Wous 7 c- NO— ( 125mn) E-p--, (1 English Dimension Shadow Ridge^' t Notch for CentednS 131/ 4" 37R1f11) LTop Edge Notches for the Previous of1— 41mm) EVwm Metric Dimension Shadow Ridge - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RIL Certillcote of Authod:ouon a9503 FOC NON•HVHZ EVAW ATION FL5444•R 10 Revision 11:12/08/2016 Page 8 of 12 9 27A7. I( 280 nit") 4 IVIV (125 tvn Cer.104 f(cleb 13 114' T 337 mm) \ Nipnthtst / nowlat to top 7 541 tsglo ei (194 mm) p:Qtlotttco4rso NorthGate Ridge 51(125nen) E"Pa9O d ri J TRINITY I ERD 13 118" 333 mm)-- 6 I ( IseMM 5li t6a mm MmM)I 1 ' Centering 13114' Notch 337 mm) '*\ AUgn these/ notches to top 7 S/ edged (t9i mm) reNous course. 00, NorthGate Accessory 3oSmm) Laying Notch I I T Figure 13-20: Use laying notches to ceatw sbttrgler on hips and Nitm and to locate the wmtl e*mm 6.8.1.2 For ASTIVI 03161, Class F performance use BASF "Sonolastic° NP1" " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. 6.8.1.3 Ootion 2: Refer to instructions herein for Cedar Crest"", Cedar Crest"" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-R31 Certl/Ieate olauthorltatron 99So3 F8C NON•HVH2 EVAWATION FLS444-RlO Revision 11:12/08/2016 Page 9 of 12 r " t TRINITY I ERD 6.9 I PRESIDENTIAL SHAKE'"; PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARIS"": LOW AND STANDARD SLOPE: For low and standard slopes, use five naM for each full Presidential shingle as shown below. NaEhrg i 40' Guide Liles (1016 mm) 5 1 /4' r 133mm) 141/4' ti7. :W 362 mm) 7noto NOTE: Apply nails on painted guideline. Figure M-& Fasiming Presilbmllal and Pradenual TL Shako STEEP SLOPE- Por steep slopes, use nine nails for each full P(esldenual shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails is between the wailing guide Wes, apply 4 nails I' above tab cutouts making certain labs of overl}tng shingle cover nits. 1 I 1' diameter asphalt rooting cement sbingles on low and smdard slopes. Figure 16.7.' Fiurening Praidentid and Finadenual M Slmbe sbing/et on nap slopes. 6.9.1 Hip & Ridee for Presidential Shake"" Presidential Shaker" IR. Presidential Shake TLI, Presidential Solaris""' 6.9.1.1 Option is Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for.covering hips and ridges. Apply shingles.up..to (he -ridge (expose no more titan 7' from the bottom edge of the•"tooth." Fasten each accessory'with two fas- teners. The fasteners'must be 13/4' long or longer, so they penetrate either 3/4"into the deck or completely through the deck PresldenUal accessory comes in two different sizes: Accessory produced In Birmingham, AL -is 12ei x 12% Portland, OR produces •97/a' x I31/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1 "' adhesive or Henkel "PL• Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 I . HAITERASr":- t0% SIANDARD AND SHIP SLOPE: Fldom 15•1 a'arh aina ira/lertu %bilg6 t no wand ATaMeed.401rz Mr Im trod suo(E tl slopes, use fim calls for eadt fag Ilalterts 41100C us. tlxtau acne. 25mmil_ or— 1C. t: ralleai"p w .cArp V40 Rtr uerp sltya,, Ow far nods a0J Nglx .yxu of ask" tooaag cr wax for mi h lag Ibateras Aingir As atttatf altorz Apltly I' 15uuu1 d1warlre sl•us of moLng a ment (A1T1f n 4S861)pe 11 wVstcri) ander em b mb mtatr. Psns Allidt low PbW,, totem L% nse remeta. CAMM: Tan much runftng cruxm Lee catac shiuglt c to Nisnr. Exterior Research and Design, LLC. Evaluation Report 3S32.09.OS-Lill CertiJkate o/Authorization 09SO3 FBC NON•HVH2 EVALUATION FLS444•RlO Revision 11: 12/08/2016 Page 10 of 12 1 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'': 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 13-14.18 tbree piece units separate to make 54 Hatterm Aeceuory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9.. 230 mnt) I I sNs§'\ ( 460 mrn)r`' EWZZ 460mm) v Gap_ Cap Cap Cap Shingle Shingle Shingle Shingle Figure I5-20: Cut Hatteras sbttlgles to make cove' cap.* Figure 15-21: installation of caps along hips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 : HIGMI:AND SLATE"OA•HIGHLAWO SLATE'."" IR: LOW AND STANDARD SLOPE STEEP SLOPE Use Pn•R nails and KIMIT spots of asphall roofing cement, for each are.4 MG-1 cn•:+ asiw rill Highland Slate shiagle. Por huaml•Dade, SIX nails are required. Apply v diameter.rots of asphAt roofing cemcat under each lab comer. Asphalt roofing cement meeting AS1M D4S86 T}po It Is wggested. wr w.r 1 OmW O+v+ obi arm m.,p Iarwb rmVWwax,sao,puaMae r•pSmn,f __ T W Wharw Comm rsr aaoidmm ftmt Ym m60Ya11m01tY r• arat Ororq fatMm(M rot Q , YaltM o"roMr iu — Cwi F12um l l..?: Um RPE nalk for every fUgbfard sYato sbhig!¢ olaAe M+a RoolotO Flgum I JA- Use APE nags and elgbl spols of ag"I rW my cWIMI anQar emb tab corner. CAUTION: Wessive U.S.- of roo0ng cement i an cause shingles to buster. 6.11.1 Hip & Ridge for Highland Slate"". Hlahland Slate'' IR: Refer to instructions herein for Cedar Crest"", Cedar Crest"' IR or Shangle Ridges" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-Rli Cerdlkate olAuthorisatlon 09SO3 FBC NON-HVH2 EVALUATION FLS"4-RLO Revision 11: 12/09/20LS Page 11 of 12 TRINITY I ERD 6.12 PATRIOT"': LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nail~ for t ccn full shingle IotaUt d as xLtnrn bcloa. Use FOUR nails and four spola of asphalt roofing cement for c vf full shilloc as shown bclue: asphalt oYvtl'u g cetnent n1w1i11. ASTd1 U4586 Type It 6 sucggLNed. Apply 1'(15 oral) spurs of aaphAt n,nfnog So tanl eu11011 :a shown. 1! — CAUI'IoN: c ttssive uu of roofing ct•ruenl can cwsc 4doWes lu blLster. 6ue SoWX mn) it 11 M14mml 0,rn! avr :1 nsseay 1 •_ n , 1 aeellepCemeel r(X'jeide y iAr'4•'9 -'I 6.12.1 Hip & Ridge for Patrlot"e: 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 iS07.2.7.1 / R90S.2.6.1. 8. 13UILOING 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, U.C. Evaluation Report 3S32.09.05-RLL Certlfltate of Authorltatton 09503 F8C NON•HVH2 EVAWATION FLS444-R10 Revision 11:12/00/2016 Page 12 of 12 42812017 Florida Building Code Online e•. f^tJ .d'. ;%. .,.ot?,.'r y, ' Y' }K ••`, ` •' M.Y,t t 1 . :r'M. r if•, 1Kt. 1- a rs . _• .•;. • • ",: .• -• ,`'' t=`ti .• ' f •• _ 5'15 n..i4 > ii : f :!p ::f:, ¢• t ..::- r ?:',o ,iA.1 'Yi,: r' _'.{r;:-:..:. r_.,.,::::..' •. -. • t r acts Home 1 Login I user Registration I Mot Topla I submit surcharge I Stats S Facts I Publications I FaC Staff I SCIS site Map I Links I Search b r3 t ; Product Approval l.n useR: Public user Lo,% r t, •.,,fir -. Product Aooroval Menu > Product or Application Search > Anolla,tlon List > Application Oetall Q 29 g- la FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ; t Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcollslnc.com Authorized Signature Gareth Rahman grahman@aluminumcolisinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumco(isinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls. Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Flame who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality. Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke B6wden r, Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04•T4 Sofflts.odf Referenced Standard and. Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 httpsJ/www.ftidabuilding.orgfprlpr app d0.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method L Option O 08/27/2015 08/28/2015 09/04/2015 10/16/201S 04/OS/2017 Summacl/ofProducts• ,.... .. s•...:....Ti.__.,ky'....,:.i'_.r. ...... .:._. _....;. _-----....._...w__s.r . ''-,._ FL # Model; Number or Name Description- 12194.1 Alumunurh Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use In HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALClSO01 Evaluation Report 2014 FBC 04 T4 SoMts.pdf Created by Independent Third Party: Yes 9 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: OSd-487-1824 The State of Florida Is an AA/E ED employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. •Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: Credit Card Sate. https•I/www.floridatnuldirtg.orglpr/pr app dtl.aspx?param=wGEVXOwIDquk24AUC%21EHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxAak3d%3d 2l2 CREEK Certificate of Authorization No. 29824 17S20 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5r" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES En& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use In the.HVHZ. 2. Design wind loads shall be determined in, accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance. with Rule 61G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nbminal 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 Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This•evaivation report does not express nor Imply warranty, ihstallation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soff,ls TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in? /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12 T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does ix)t express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code St" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Nt rrrrrrr RY R. G?'P C E NSF No 74021 STATE OF CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANES641 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) ALClSO01 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No: 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall'conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit— 44nch o.c. Fastener Fastener Fastener Fastener Lot ion Lotion Location Location o c. 16' 04 Soffit —1 (cinch o.c. Fastener Fastener Location L o tion ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. ' CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener L x-Al i^^ Lotion Lotion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 2F Approved Systems for 124nch Overran with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 16dnch Overran with F-Channel 16J-# Approved Systems for 164rich Overran with J-Channel 24F roved Systems for 244nch Overran with F-Channel 24.14 Approved Systems for 244nch Overran with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max One (1) min. 3/8-inch head dia. nail. One (1) min. 3/8 x 3/84nch One (1) min.1 3/44nch long x 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 164nch 0.072-inch dia. x min. 3/16- 340.0 24-inch o.c. o.a 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 1/flinch One (1) min. 1 3/44nch long x 12F-2 16 inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. 0.0724nch dia. x min. 1/4-inch 48 spaced 244nch o.c. and securing each panel lap head die. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max Masonry One (1)14 ga. 518Inch long T nail Wood One (1) min 314-inch x 1/44nch One (1) min. 1 3/44nch long x0.072-inch dia. xmin. 1/4inch 48 16-inch spaced 8-inch o.c. crown staple spaced 84nch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically. addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3n h x One (1) min. 1 3/44nch long x 12J-1 Max' Wood staples in diamond long x 3/8-inch head diameter Wood sta1/4-inch crown staple 0.072-inch dia. xmin. 1/4-inch 48 164nch patternspaced 24- screw spaced 164nch o.c. spaced 8 inch o.c . head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel Inch o.c. Approved Systems for 16-inch. overhang with F-Channel Wall Connection Eave Connection System Panel' MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 114-inch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1)14 ga.•518 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. One (1)18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x Max. Three (3)18 ga.1/44nch crown x 1- 1 Inch leg staples Spaced max 0.072-inch diameter 16F-2 124nch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 153.3 spaced 164nch o.c. panel lap inch head spaced 12-Inch o.c. Max One (1) 3/84nchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/44nch long x 0072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3116-inch head dia. trim nail i25.6 inch o.c. O.C. spaced 364nch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/44nch long 16F Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.0724noh dia. x min. 1/4- 27 164nch spaced 244nch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-113 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 Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.754nch x 16F-5 Max. 164nch Mary 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. 3/16- 343.3spaced &-inch o.c. inch o.c. and securing each inch head spacedpanellap164ncho.c. Max. Three (3)18 ga.1/4-inch crown x 1 • One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 164nch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4 inch o.c. and securing each finishing nail with min. 3/16- 343.3 spaced 164nch o.c. panel lap inch head spaced 164nch o.c. Approved Systems.for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment • Attachment Max. Three (3) min. 3/4-inch x 1/44nch One (1). min. 1 3/44nch 16J 1 16 rnch Wood crown staples in diamond pattern Wood One (1) min 3WInch x 114-Inch long x 0.072-inch dia. x 23.5 spaced 244nch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 484nch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 1-inch leg Three (3)18 ga.tl4- No.2 SYP anchored to staples spaced 124nch o.c. securing One (1)18 ga. 1l4- One (1) min. 1.75-inch x Max. inch crown x 14nch raper 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. 1.754nch inch o.c. 3116-inch head spaced spaced 164nch o.c. shank nail x 0.072inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-Inch head spaced 4-inch o.c. One (1)18 ga.1/41nch crown x 1-inch leg Nominal.lx2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max, inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 801 24F-2 12-inch wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c 3/164nch head spaced 16-inch o.c. inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. searing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max One (1)14 ga. 5l8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T Hall rafter with one Wood spacedlegstaplesspaced 8- finishing nail with min. 76.6 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch 31164nch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001 F1.12194-113 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3)18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24F4 164nch Wood leg staples in 1) min 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern iinch x 7d ring One (1) min. 1.75anch inch o.c. and securing 3/164nch head spaced spaced 164nch o.c shank nail x 0.072-inch diameter each panel lap 16-Inch o.c. 24-inch o.0 finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c, securing One (1)18 ga. 1/4- One (1) min.. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 164nch Wood wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-Inch head spaced 4-inch o.c. One (1)18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 24F-6 16mch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch Inch o.c. and securing 3/164nch head spaced inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24-Inch o.c. finishing nail with min. 3116-inch head spaced 44nch o.c. ALC15001 F1.12194-113 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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•24inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.2SInch x 7d One (1)18 gs.1/44nch Nominal 1x2 ring shank nail crovm x ranch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch Crown stral ht-nailed through99 the rafter into the and staples spaced 12 eac o.c. am"g 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) eleachpanel lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 260 12-inch 1) min. 2.25- staples in diamond min. 2.2Sinch x 7d One min. leg staples, spaced 3/16-Inch head spaced inch x 7d ringpattern spaced 16- Pa PaC inch ring shank nails toe- nailed on either side of diameterxO.OIZ nch diameter72 8-inch o.c. 12-inch o.c. shank nail o.c. the bane" at each finishing nail with min: 244nch.o.c bNrsfter 3/164nch head spaced intersection. Max. 4-inch o.c, rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP subbed between rafters with one (1) One (1)18 ga.1/4-inch Nominal 1x2 min. 2.25-Inch x 7d ring shank nail crown x 14neh leg No.2 SYP anchored to Three (3)18 ga.1/4-inch crown strsi ht-dalied through912 nchtherafterintotheend staples spaced o.c. securing One (1) 18 ga. '/.- inch crown x 1-inch One (1) min. nch 24J-2 Max rafter with one x 1-inch leg of the haven or two (2) each panel lap Wood leg staples spaced x 0.072-inch diameter terfinishing nail with min. t53.3 16- inch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min. 1.75inch 8-inch o.c. and 3/ 16-inch heads aced pinchx7dringpatterncad16- ring she nails toe- x 0.0724neh diameter 13/164neh securing each anal gp16-Inch o.c. shank nail inch O.C. nailed either side of finishing nail with min. lap 244nch O.C. at thebattenat each barieNr head spaced rsectiMax. into on.. 4-inch o.c. rafter spacing Is 244n6h o. c. ALCIS001 FL12194- R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes -throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 2/3' head die. nail with min. !%* en§a94manWor 'wool substrata; or min. 0.097' din. T-nail cr arub nail v ch min. 5!9* an9a9smzncl_or c:ricrece or.t•lacY. tubstra.n!. apacod as nctud above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT (OVERHANG WIDTH VARIES) 12F-3\,\--..F" CHANNEL Wzcd, Goncrets or 61,—.P Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 1.6" 0-.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ ` SOFFIT STAPLE1OPENRAPIER 3/4' x 1/4' DIAMOND PATTERN DETAIL y CROWN STAPLES , USING A DIMIOND 1 srviti i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL8' STAPLE ON CENTER 1-3/4- TRIM NAILJ PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. ANNAILINGFLANGE. UP OR 3/4' X 1/4' DOWN CROWN STAPLE4SOFFIT- max. 12-linch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4- CROWN STAPLE -24- ON CENTER USINC A DuwOND PATTERN J—CHANNLL 1-3/4' TRIM NAZI acrexed to soffit PAINTED S.S. 48' ich one(l) 48 x 1/2- x 3!!- bead O.C. diameter aerew, 16' o.c. WOOD OR BLOCK SUBSTRATE SOFFIT -max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3MKr. ; SOFFIT STAPLE DIAMOND PATTERN DETAIL r I I FACIA BOARD air oe vtrri( trerus i ASCIA CAP 3/4- X 1/4- CROWN 1-3/4 TRIM NAIL FACIA BOARD STAPLE '8' ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 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 or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM RAIL FASCIA BDARB PANTED SS FASCIA CAP soFFrt r4- EROMN STAPLE CPER RAFTER FASCIA BOARD IL iJ JB tiL'3 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP. REFER TO SCFFIT It FASCIA DETAIL f- [HANHEL SDFFCT: MAX. I6- SPAY MASORpI' SUBSTRATE I ALC15001 FL12194-113 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail Grin. 3/8:1 head dia. nail with min. I'll snyagemer?Wor +,wod substrate'', or min. 0.0971 dia. T-nail ,r stub rail vitb min. 5/3" -,ngagementifor concre,re or block aubstrate), spaced as noted obovo. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, wncrote or Block Nall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix 8 ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. n„ `, SOFFIT STAPLE OPEN RAf7ER DIAMOND PATTERN x \ ( DETAILT,' CROWN STAPLESCRO\ .! USING A DIMrONO yr KIvCDII PATTERN FACIA BOARD f FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAILa' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAIUNG FLANGE UP OR 3/4- X 1/4' DOWN CROWN STAPLE SOFFIT -max. :6-11nch span WOOD SOFFIT SUBSTRATE. SOFFIT & FASCIA DETAIL ALClS001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKIlMil TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.S. fASC1A [AP I SOFFIT fQ CROWN STAPLE OPEN RAPIER FASCIA BOARD I-)!- CROWN STAPLES USK A OIA/IO.ID SOFFIT &FASCIA 16F-2 & PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN \ DETAIL FASCIA CAP: REFER / \ i0 SOFFIT t FASCIA d- DETAIL F' CHANNEL 3/8 SOFFIT: MAX 16' I L SPAN M000 / SOESTRi•TE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page T 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. 1110 CREEK TECHNICAL SERVICES. LLC 16J-1 No. I Installation Detail X 1/4- CROWN STAPLE -24- CE4TER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM' NAIL) PAINTED S.S. 48- O.C. SOFFIT-m&x. 16-inch span ALUMINUM COILS, INC Soffits Appendix B n,KrMMM ` SOFFIT STAPLE I f ; DIAMOND PATTERN D ETAI L1I FACIA BOARD > i FASCIA CAP 3/4' X 1/4' CROWN tjS.S. FACIA BOARD STAPLE -8- ON CENTER P FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' iRR1 WAR FASCIA BOARD PANTED S.S. r: (Row" FASCIA CAP STAPLES SOFFIT USNG A DIAMOND PAITEAN: RM TO r%=' LROW STAPLE SOFFIT STAPLE DIAMOND PATTERN DEf Al I TRIM MAIL FASCIA BOARD PANTED S.S. SOFFIT FASCIA DETAIL 24F-1 8 1 24F4 r.f' CROWN STAPLE• FASCIA CAP, REFER to SOFFIT S FASCIA / \ DEfAR _ I SYP Rtio 3l8 UNA AelAored fo SOFFIT: MAX 24' f-CHANNEL th IfRapersrifeone74 I Rica SAmk Wi at eery Matter\ % MoOO SUBSTRATE I SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florlda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' iRDt NAIL fASCU BOARD PAINTED S.S. 1.' SMOOTH I FASCIA CAP NIAILSROOFNA4S SOFFIT 1'aj' CROWN STAPLE I f' TRIM NAIL FASCIA BOARD PAWTED SS. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5' r.t CR" STAPLE FASCIA [M: REFER TD SOFFIT L FASCIA DETAIL Kamm 1'aI' S"P 80teo AnAIorN fo SOFFIT; MAX IL' F-CHANNEL Rafters rith one TO Frog Shank Nail at awry Rafts MOOD SOBSfRATE ALC1S001 FL12194-113 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. SCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t e 1RIM NAL I FASCIA BOARD PANTED SS 1"A T-RAILS i,-FASCIA CAP SOFflT 1-4• CROWN STAPLE t I TRN NAIL FASCIA BOARD PAWED S S. SOFFIT L FASCIAISTAPLE24F-3 & DETAIL 1 24F-6 1•al• CROWN FASCIA CAP; REFER TO SOFFIT F. FASCIA DETAIL Remm rar SYP F•CNANAIL Batten Amhore0 to SOFFIT, MAX. ZL' Rafters with or.* TO I Rioq Shank tun at ievery Ralter MASONRY ALC15001 F02194-113 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 attnbutes that are not specifically addressed herein. CREEKffLwm TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }• tRl I RAIL f.wA BOARD AOa1E0 SS. l-3' CROWN ,-FASCIA CAP STAPLES SOFFIT US14G A DIANOND PATTERN. REFER TO CANTILEVERED r-4, CROWN STAPLE SOFTIT STAPLE RAFTER OIANONO PATTERN DRAG FASCIA BOARD SOFFIT b FASCIA I r Tel" HAIL DETAILPA047MS.S. 24J-1 & r,}• BROWN STAPLE 24J-2 ro sSOFIT i FASCIA / \ DETAIL Hamra f' A t STP Daum • acaoeee bwen n`ap and SOrAT: M%, JA' I i/e 1-(WLNM saurt ean l one lt) TO dnp anona Mal allafgmalaaaa mcougn Lha fow ww um one I WOOD SUBSTRATE of tee backn or wo 070 Mq atlmh / nab W"alac on \ awe+ am of dw ool:am a•, uie boatman" mfenec lan / SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC 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-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension `a" shall be 10°% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4°% of the least horizontal dimension or 3-ft. ALC15001 FL12194-113 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind, Pressures for Soffits- in Exposure B Building Type :. Zone Mean, Roof Height ft . Basic Wind S 6ed. in h - 20'' 130 '. • 140 I50 160 170 180 19p 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 1 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 1 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 1 17.8 1 20.5 23.3 26.3 29.5 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design -Wind Pressures for Soffds•in Exposure C, . Building Type Zone. Mean • Roof Hei ht ft Basic Wind Speed mph). 12Q 130 - 140 150 160 • . 170 180' 19t) 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 1 16.0 1 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 1 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 TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix C D'e"si n'Wind Pressures for Soffits in Exposure D' ' Building'.. Type Zone, Mean Roof Hei tit ft Basic Wind S b eed m h 120 i30*. 146. 150. 160, 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 522 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17:3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 1 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 1 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 1 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 1 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 1 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" 318" J-Channel r t/8" HEM T 5/8' Tf T 3/ l4' 1 3/ 8' ISOMETRIC VIEW 3/ r PROFI ISOMURIC VIEW 3/ P PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4"' 7/8" 1/8" HEM f 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-113 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. CREED{ TECHNICAL SERVICES, LLC 16" 04 Soffit 1 B' BLANK 3 / 8 PROFILE 2.625 REF. 50 T1P. S TYP. 0.125 TYP. DIDDDDD DDODD DDDDD0 DDDDD DDDDDD D0000 MIK -QUWP CAIRN" (FW SC F% VJVM MAWD IN SkW DWWWM AS MBS) ALUMINUM COILS, INC Soffits Appendix D ALCIS001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 1 31/8" S/16' 1/_ 1/2' 1/2" 1/2" t/2" 3/4" 13.75" BLANK 3/8" PROFILE w rip. D DDDDD DDDDD- DDDDDD DDDOD DDDDOD D0000 Milt 1004" PATE MI MINI SQ n 4ANM FOPUM M SWE ME000H AS N95i END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 813)249-9743 www.aluminumcollsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVH2. 2. Design wind loads shall be determined in accordance with F IC 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 FEIC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum'load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-Inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-113 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Sofflts 16" 04 Soffit Preformed nominal 0.0135-inch thick. 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided In 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, Code 51" Edition (2014) as evidenced in the referenced PaY R. p J. ALUMINUM COILS, INC Soffits P.E. have demonstrated compliance with the Florida Building documents submitted by the named manufacturer. SF•. s,-, 2015.08.27 No 74021 4 07:05:00 041001 O'.. STATE OF R % 0 P Zachary R. Priest, P.E. 1'Florida Registration No. 021SiS4NA , 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) ALCIS001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida. product approval undor Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLAnoN 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 Locationion Location b. 12" T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Location Lotion Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Lnration If - Fastener Fastener Location 11 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Apgroved Systems for 124nch Overhang with F-Channel 12J Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with.F-Channel 16 -# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24J4 I Approved Systems for 24-inch Overhan with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Mom' One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-Inch dia. x min. 3/16- 40.0 24-inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. Max Three (3) min. 3/4-inch x 1/4-Inch One (1) min 3144nch x 1/44nch One (1) min. 1 3/4-inch long x 12F-2 164nch Wood crown staples in diamond pattern Wood sown staple spaced 84nch o.c. 0.072-inch dia. x min. 1/4-inch 448 spaced 24-indh 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 3/4fnch x 1/flinch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 1/44nch 48 16 inch spaced 8-inch o.c. crown staple spaced head dia. trip nail spaced 48- 64.2 panelendsecuringeachpanel laplp Incho.a ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 314- inch x 1/flinch crown One (1) min. #8 x 1/2-inch One (1) min 314-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. 16-inch Wood staples in diamond long x 3/8-inch head diameter screw spaced 164nch o.c. Wood 1/4-inch crown staple 0.072 inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 pattern spaced 24- connecting soffit to J-channel space... spaced 8-inch oc Inch o.c. inch o.c. Approved Systems.for 16-inch overhang with F-Channel Wall Cdnnection Eave Connection System Panel MDP No. Width Pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 inch crown x One (1) min. 1.75-inch x 0diameter 16F- 1 Max Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. finishingng nail with min. 3/16- Hi i53.3 12 inch spaced max 84nch o.c. 44nch 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. 1.754nch x 16F-2 Max Wood Three ( 3) 18 ga.1/44nch crown x 1- inch leg staples in diamond pattern Wood 1 inch leg staples spaced max 0.072-inch diameter finishing nail with min. 3/16- 53.3 124rvch spaced 16 inch o.c. 44nch o.c. and securing each inch head spaced panel lap 12- inch o.c. Max One (1) 3/ 84nchhead dia. nail, min. One (1) min 3/84nch x 3/8-inch One (1) min. 1 3/4-inch long x 0072 inch dia. x min. Wood 16-inch Wood 1.25- inch embedment spaced 24 crown staple spaced 16-inch ail3/16-inch headdia. trim nspaced t25.6 inch o.c o.c. 36-inch o.c. N16F-3 Max.Wood Three ( 3) min. 3/4-inch x 1/44nch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.072- inch dia. x min. 1/4- 27 16-inch crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 244nch•o. c. 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. 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. &8-inch long T nail W O°d 1-Inch leg staples spaced 4- hinch diameter finishinging nail with min. 3/16- 543.3 16- Inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One ( 1)18 ga..1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced 4 0. 072-inch diameter 16F- 6 16 inch Wood inch leg staples in diamond pattem Wood inch o.c. and securing each finishing nail with min. 3116- t43.3 spaced 164nch o.c. panel lap inch head spaced 16- inch o.c. Approved Systems for 164nch overhang with J-Channel Wall• Connection Eave Connection System Panel MDP No. Width pst) Substrate J- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three ( 3) min. 3/44nch x 1/4-inch One ( 1) min. 1 314-inch 16J- 1 Max Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1144nch long x 0.072-inch dia. x 23.5 164nOh spaced 24 inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 484nch o.c. ALC15001 FL12194-R3 Page 4 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems.for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch 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. 1l4- One (1) min. 1.754nch x 24F-1 Max. Wood inch crown x 14nch leg staples in rafter with onee each panel lap Wood inch clown x 14nch 0. 072-inch diameter finishing nail with min. 801-90 124nch diamond pattern 1) min. 2'25- inch x 7d ring One ( 1) min. 1.764nch leg staples spaced 8- inch o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter 12-inch o.c. 244nch o.c. finishing nail with min. 3116- inch head spaced 44nch o.c. One ( 1)18 ga.114-inch crown is 14nch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 114- One ( 1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap Inch crown x 1-(nch 0. 072-inch diameter 801 24F- 2 124nch Wood Woodsmooth shank rafter with one Wood staples spaced 8- finishing nail with min. 78.6 roofing nail spaced 1) 7d x 2.25• One (1) min. 1.75-inch inch o.c. 3116- inch head spaced 164nch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 24-inch o.c. finishing nail with min. 31164rich head spaced 4- inch o.c. One ( 1)18 ga.1/4-inch crown x 14nch 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 80/ 24F- 3- 124nch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 84nch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 31164nch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3116- inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 110 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center -Connection Eave Connection System Panel MDP No. Width. psf) Substrate F=Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/4-inch Nominal 1x2 awn x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 14nch 0.072-inch diameter 204 164nch Wood leg staples in 1) min 2.25- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced spaced 164nch o.c. shank nail x 0.0724nch diameter each panel lap 16-inch o.c. 24-inch o.c finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1)18 ga. 1/4-inch crown x 14n6h leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 ge. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 164nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofingnailspaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3116-inch head spaced 16- inch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 164nch head spaced 4- inch o.c. One ( 1)18 ga.1/4-inch crown x 14nch 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. 801.60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.c. nail 24-inch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-Inch x 7d One (1) 18 ga.1/44neh Nominal 1x2 ring shank nag crown x 14nch leg No.2 SYP anchored to Three (3)18 ga.1/4-inch crown straight -nailed through the rafter Into the end staples spaced t2 neh searing One (1) 18 ga. '/. One (1) min. 1.754nch 24J-1 Max. rafter with one x 1-inch leg or.the ¢nen or two (2) each panel lappa Wood inch crown x 1-inch x 0.072 Inch diameter finishing nail with min. i60 12-inch 1) min. 2.25- staples in diarliond min. 2.25•Inch x7d min. One (t) min. t.75-inch leg staples spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- inch ring shank nails toe nailed on either side of x 0.o72 drametar 8-inch o.c. 12-inch o.c. shank nail o.c. the batten at each finishing nail with min. 244rtch.o.0 battentrafter yl64nch head spaced Intersection. Max flinch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 22SInch x 7tl One (1)18 ga.1/44neh Nominal 1x2 ring shank crown x lance leg No.2 SYP anchored to Three (3)18 ga.1/4-inch crown straight-nailedshahthrough the rafter into the end staples spaced 124neh o.c. sears n9 One (1)18 ga. /.- inch crown x 1 inch One (1) min. nch 24J-2 Max rafter with one x 1-inch leg of the barren or two (2) each panel lap Wood leg staples spaced x 0.072-inch diameter diameter finishing nail with min. 53.3 16-inch 1) min. 2.25- staples in diamond min. 2.2Sinch x 7d One (1) min.1.75•Inch 84nch o.c. and 3/16-inch head spaced inch x 7d ringpattern spaced 16- Pa Pa ring shank nails toe- x 0.0724nch diameter securing each panelgp 164nch o.c. shank nail inch O.C. nailed either side of finishing nail with min. lap 24-irich o.c. atthebatten al each er 3116-Inch head spaced Intersection. Max.M 44nch o c. rafter spacing is 244neh o.c. ALC15001 FL12194-113 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK hNW TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Hit. 3/8• heed die. nail with Tin. lo:" engogamenttfor 'wood substrate) or min. 0.0971 dia. T-nail or stub nsi'l with min. :/8' engagsment(for ron_rote oc.kdo:k eubotra.u). speood as notud above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & 11 I II \—.F CHOANNEL FFIT OVERHANG WIDTH VARIES) 12F-3 W=d, Concrete or Block. Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8?' STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TECHNICAL SERvicEs, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4- ; DIAMOND PATTERN DETAILCROWNSTAPLESr USING A DIAMOND ` s'r rs a PAT117iN FACIA BOARD FASCIA CAP 12F-2 3/4- x 1/4- CROWN FACIA BOARD 1-3/4' TRIM NAIL8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 4e FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE L SOFFTT—may.• !2-i^•ch span WOOD soFFlr SOFFIT & FASCIAirSUBSTRATEDETAIL ALCIS001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nolify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. OPEN RAFTER Lj Ur Kr.'M ; SOFFIT STAPLE sT r I DIAMOND PATTERN DETAIL FACIA BOARD ` wrvrr"' 3/4- X 1/4- CROWN STAPLE -24- JTRIMN"AIL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 STAPLE 3/4- X 1/4- CROWNFACIA 8"ON CENTER 1J—CHANNEL BOARD 1-3/4- TRIM NAI J Pscc-red to soffitPAINTEDwithonetli48a S:S. 48- FAISCIA CAP 1!2" X 3/8- head diameter screw, O.C. 3/4- X 1/4- 26- o.c. CROWN STAPLE SOFFIT —max. 32-in.-h spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-113 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail. 1 t• TRiM NAL FASCIA BOARD PAINTED SS. FASCIA CAP scFFrt 1-s1• CROWN STAPLE OPEN RAFTER FASCA BOARD 1 SS Fff T-NIS 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP, REFER I TO SOFFIT 1 FASCIA f• [NANNEI OCTAL SOFFIT: MAX 16- SPAN MASONRY SUBSTRATE ALClSO01 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. Installation Detail Min. 3/5• head dia. nail with min. 1!:' enganomanc!for vco9 sub3trate) cr min.. 0.097' d1a. T-nail or stet+ rail with min. 5j3" nnoagement(tcr cgncrate or block substrate). spaced as rc.ted at'ove . FASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Weed, Concrete or Block Wall STAPLE SOFFIT TO F ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. Lj n,'' , SOFFIT STAPLE OPEN RAFTER , 1 3/4- x t/4• DIAMOND PATTERN 1-1 DETAILCROWNSTAPLES , r USING A DIAMOND 1 —S sacs sTwPLU PATTERN FACIA BOARD ' FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 1-3/4- TRIM NAIL8" STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. T—'F- CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4' DOWN CROWN STAPLE SOFFIT—• 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALCIS001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I TRRi NAd FASCIA BOARD PAINTED SS. FASCIA CAP SOfFIi 1'q' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'j' CROW STAPLE'S SOFFIT & FASCIA USCIG A DUIMO,4D PATTERN; REFER TO DETAIL 16F4 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA REFER TO SOFFITIT t FASCIA F- CHANNEL--"--" HANNEL DETAIL 9- 1/8 SPAN WOOD SUBSIRAiE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL PAINTED S:S. 48- O.C. SOFFIT —max. 16-inch span ALUMINUM COILS. INC Soffits Appendix B 21nKrWCD" SOFFIT STAPLE DIAMOND PATTERN FACtA BOARD DETAIL TAiII= iI i ASCIA CAP 3/ 4- x 1/4' CROWN FACIA BOARD STAPLE - B- ON CENTER 1— ONTRIM NAIL PAINTED S.S. ASCU CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall nolify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 t• TRIM NA% FASCIA BOARD PANTED S.S. r.," (AWN FASCIA CAP STAPLES SOFFIT — USING A DIAMOND PATTERN; REFER TO rq' LROMN STAPLE SOFFIT STAPLf OUV SD PATTLAN 1 DETAIN 1t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 fd' CROWN STAPLE FASCIA CAP, REFER TO SOFFIT 1 FASCIA \ MIAIL / no" rar stP 3/8jBallebAaftrtotoSOFFIT; MAX IC' F•ENANNEL Rartas r;tb ooe TO — — Rtrq Sbtn4 Nab at MOOD SUBSTRATE erery Rarrer 1 SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-113 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are rot specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I P TRIM MAIL FASCIA BOARD AwTED S.S. 1•I• SNDDTN SNANK j FASCA CAP ROOF MARS SOFA I'xl• (ROMN STAPLE f 1 i' TRSY NA L)( RftDW.N FASCIA BOARD PAINTED S.S. M SOFFIT & FASCIA 24F-2 8 DETAIL 24F FAS[N GP;REFERTOSOFFITtFASCIA OETA0. NDWLW I'xt* SYPbatteNLhoreatoFFIT: MAX. 2V F•(TIANN0. Rafters rdA one t0 Ring Shane Naa a) awl Rafter WOOD SUBSIRAtE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t }' IRIH NAi FASCIA BOARD PAINTED S.S. 11.6A t T-NAILS , FASCIA CAP SOFFIT Pd' CROWN STAPLE t TRIM NAIL FASCIA BUM PAINTED S.S. SOFFIT L FASCIA 24F-3 & DETAIL 24F-6 r4- CROWN STAPLE FASCIA UP, REFER TO SOFFIT t FASCIA DETAIL NoavW t'A2' SYP Batten AotEorto to SOFFIT, MAX. 2V F-CMAHNEL Ratters r11D an Td 1 A" Sh" Nan at vary Rafter MASONRY ALC15001 FL12194-113 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail, I t- TRIM NAIL FASCIA BOARD PANTED S.S. \ 1 1`4' CROxX FASCIA CAP STAPLES SOFFrt USND A DIAMOND PAITERA:REFER TO f - CROwN STAPLE RSOFFITSTAPLE CANTILEVERED DIAMOND PATTERN RAFTER DETAa FASCIA BOARD SOFFIT b FASCIA I TRIM HAa PANTED S.S. DETAIL 24.i-1 I'e' CROWSTAPLE 24J-2 FASCIA CAP; REFER \ TO SOFfn t FASCIA DETAIL / \ rlotnnal I- a S sTP Da2ms - eeeDDea Deseeen n`.taa into SOFFT; MAX. sTa' an" aak 1-( XAXIa:L ano ine ll) to I I ' S raY 0i^.mrDEea Uew(,h tte n0er o (2 .7dhe ere K090 SUBSTRATE - sing s Am n a tyro nage / Anp ananane0attaeuecon \ — eithet aim at 0% Damn At the Datero7arm ntenauon / SOFFIT. STAPLE DIAMOND PATTERN ALClSO01 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. C R E E K ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-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„n is shown in the tables below. Design pressures are multiplied by 0.6 In accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind,pressures for Soffits in Exposure B Building Type Zone Mean Roof Height ft Basic Wind Speed mph). . 120 13d 140 150 160 170 180 . 190 200 Enclosed 4 20 16.9 19.8 22.9 26:3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 A8.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 1 -56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 1 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 1 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.31 29.5 1 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind'Pressures for Soffits,in a ost to C Building. Type. Zone Mean Roof Hei ht ft Basic Wind Speed rti h - 120 " 130 140. 150 • 160 170 1.80 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 1 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 1 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 • 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 1 27.2 1 31.0 35.0 39.2 1 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'Wind Pressures for Soffits'in! Exposure D Buildirig Type• Zone Basic Wind Speed mph) 120 1130 140 150 160: " 170 180 190 200 Enclosed 4 30 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 5.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 61.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 1 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALClSO01 FL12194-R3 4of4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel ISOMETRIC VIEW 3/r PROFLLE ISOMETRIC VIEW 3/s- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" r 1/8" HEM T 6'FASCIA 7' BLANK 1/4" 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 0.125 flP. W BLANk 3 / 8 PROFILE 2.625 RU. 50 nP. D DODDO D000O DDDDOD DDDDD DDOODO 00000 m5t lam" PMT"w f "I fPYn OOMM roB1R0 N S-J& ix".a--W AS %W, ALUMINUM COILS, INC _ soffits Appendix D ALCIS001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" 7/8" 13 1/8" S/16\ L 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE 2.625 W. 25 'nP. ALUMINUM COILS, INC Soffits Appendix D D OODDD DDDOD D000DD D.DDOD e ODa00D D0000 gver % a wf OUTRAN frm sr h tW40 FORM D. SrwE DpmCnow AS N9s) END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 2 Business Professional Regulation FAU 011f)aDepMWtj BusinesPAIProfessi Seas Home 1 Log In i user Registration Q '' UE Pic User val I Mot Topics Subnut Surcharge Slats a Facts i publications ! FSC Stall SCIS Site Map Links Search i Regulation Product Aooroval Menu > Produtt or Aoolkatbn Search > Aoolication list > Application Detail FL a FL1971S Application Type New Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and.Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated U Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrlan@slbp.com Jon Berrlan Jonberrianoslbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 02/16/2016 FL tt I Model, Number or Name I Description Year 2011 2008 http://www. floridabuildi ng.org/pr/pr_app_dtl.aspx?parani=wGCV XQwtDgtvA%2bxmzk l ... 2/ 19/2016 Florida Building Code Online Page 2 of 2 19715.1 1Series 2900/4900 Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL19715 RO C CAC 2-4-16 CCL -• ISt odf Approved for use outside HVH2: 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 It SW0002 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.od Created by Independent Third Party: Yes Back Next ICUs :: 1%40 North Monme Street Tallahassee FL 32399 Fhone: 830-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Flo&a.:: PrtyaN Statement :: Accessibility Statement :: geArM Statement Under Florida law, email addresses am 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 null. If you have any questions, please contact 850.487.1395. Pursuant to Sectl In 4SS.275(1), Hadda Statutes, effective October 1, 2012, licensers licensed under Chapter 4SS. F.S. must provide the Department with an email address If they haw one. The email$ provided may be used for official communication with the licensee However emaill addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which con be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dkk hsm. Product Approval Accepts: M N ® M Cte t=-.SSSSSSAAAAAA http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzk l ... 2/ 19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF IJ/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS I.E., WITHOUT CONSIDERATION OF TOLERANCES). 70LERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EATN INSTALLATION ANCHOR WITH LOAD BEARING SHIM($). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTEIL S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 39 WOOD SCREWS OR It GAUGE ROOFING NAILS OR IOd COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTMTE.INSTALLATIEN SMALL MAINTAIN MIN. 3/6' EDGE DISTANCE. 6, FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 48 SELF- TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 T71R S PENti RATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. US' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEOMENTT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX SUCXTO CONCREWMASONRY, OR DIRECTLY INTO CONCREWMASONRY, USE 3 161NCH DIAMETER ITV TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I.1/41NCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' EDGE DISTANCE 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 210 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF IHRSISSPENEIRATION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING RUT 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 CORRAWON RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN O DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FSQ, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101AS.Z/A440.OB/Il 2. ADEQUACY OF THE 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 OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WIIEN USCG) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN, REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HERON 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•MVMZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI.OADE ROT OR AM S. AP PROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED SLOCK, 00 NOT INSTALL 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINT$. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF CLOCK OR EDGE OF fAoRTAR JOINT INTO FACE SNELL OF COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED BLOCK OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 21. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR R GLASS MEETS THE REQUIREMENTS OF ASIM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. l4. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF Q55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 300D PSI. C. GROUT -FILLED CMU. UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DD PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 XSL MINIMUM WALL THICKNESS OF 471 MIL (0,0476' of 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEEr0E5CRIPITON 1 ENSTAILLTION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VER'n4rAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 BLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSTF IALPACTRATINGWROTHHEIGHT 34, 6P O/X 35 / -35 P5F NON IMPACT 36' 66' O/X 50 / -50 PSF NON IMPACT 35' 74' O/X 50 / -50 P5F NON IMPACT 36' 7T O/X 35 / -35 PSF NON LHPAR 44' 62' Ohl 50 / -50 PSF NON IMPACT 40' 72' DIX 35 / -35 P5F NON IMPACT 48' 84' CIA 20 / •20 PSF NON IMPACT W. 72' O/X 25 / -25 PSP NON IMPACT 36' 83.75, O/X (ORIEL) 35 / -35 PSF NON EMPACT 4W 96' OhC (ORIEL) 1 •20 / -20 PSF NON ZMPACT 72' 6T O/XOM 35 / -35 PSF NON IMPACT 72' 84• 0/XO/X 35 / -35 PSF NON IMPACT 76' 62' O/X-Ohl 50 / -50 PSF NON IMPACT 76' 7P O/XO/X 50 / -50 PSP NON IMPACT 76' 7T O/X-O/X 25 / •Z5 P5F NON IMPACT SO' 74' O/X-Ohl 35 / -35 PSF NON IMPACT 96' 74' O/XOIX 1 •30 / 40 PSF NON IMPACT 108' 62' O/X•O/X.O/X 50 / -50 PSF NON IMPACT 103' 72' 0/XO/X-0/X 50 / -50 PSP NON EW ACT JOB' SO O/X-OhCO/X 25 / .25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#. FL19715 Date: 2016.02.03 09:40:44 -05'00' SiIverLin e MAndersen g r. ewF•000u OFR SMVMDF 004 DRUM N U 45VAM w trroa FA OSTJ 413•NAP F G v J Z O Z w W a i K PY`•, 4 n Z _ 3 j Z O NG #: SWD002 BEET. 1 OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH {p• WIDTH 4r hAndersm 4 / 4 5 ow SMVP&D4 mm naw ultlswia. w anoe rN.O7+1 VSI0F0 F F f y 5 5 y ti ao O, p Z ny. $Qy 1 p p d N 9 odd V, ZI, MAX. FRAME MAX. FRAME w N HEIGHT 96' HEIGHT 96' QUALIFIED CONFIGURATIONS W C ^ le ARCH TOP CONFIGUMTIONS FOR ALL 2901r.901 W N w a MnNGS. SINGLE UNIT CONFIGURATIONS ,. a W a F 6 WFQ A D A D 5 { s Tm ELEVATION ELEVATION vi ZSINGLEHUNGWINDOW SINGLE IIUNG OR14 WINDOW O H Z V MAX. FRAME N ~ WIDTH 96` MAX FRAME u B E WIDTH 108LLI W y QUALIFIED CONFIGURATIONS e E aL o s ARCH TOP CONFIGURATIONS FOR ALL Z90 4= RATINGS, TWIN UNIT OONFIGUMTIONS F p z 0. o 1 71 F-"'P F >Vc MAX FRAME S O • n •` HEIGHT 74• MAX FRAME HEWHT84` • • m A 0 ry Z Y U Z 5 A O C $ Vj ELEVATION s ELEVATION DWG#: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW GW D 00 2 SHEET: 2 OF 6 I MAX. J ll' MAX. FROM I O.C. COO RNERS L_ j72:::jII' MAX. r O.C. 2' MAX. FROM 4 U2' MAX. CORNERS r- O.G. 41/2" 1 O.C. PIMAX. FROM CORNERS T— HOTO W IWYPUTS,ATOP30PSP 2" MAX. SwgL FE AMME., YAY VOL FROM A— EAkjA .A"e3JL CORNERS ANCHOR LAYOUT NAIL FIN • SINGLE HUNG WINDOW 6' MAX. 20• M CORNERS r' r 'r- AX o. C. 6' MAX. FROM CORNERS 20• MAX O. C. L 6' MAX FROM CORNERS L 1 ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 11 1 L 4 1/2" MAX. 1 O. C. ANCHOR LAYOUT NAIL FIN . TWIN SINGLE HUNG WINDOW 1" MAX ROM . _ 6' MAX. FCORNERS I r~- O.C. 6' M 4 4 1/2" MAX. 1 O. C. ANCHOR LAYOUT NAIL FIN . TWIN SINGLE HUNG WINDOW 1" MAX ROM . _ 6' MAX. FCORNERS I r~- O.C. 6' M 4 Elmo olooll I" MAX. I 6' MAX. FROM -- i O.C. CORNERS ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 6• MAX. FiOM 12 3 O. MAX. CORNERS O. C. r r6' MA . FROM CORNERS li 161/ 2' MAX O. C. L ANCHOR STRAP 6' MAX P/ N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME • TWIN SINGLE HUNG WINDOW 12' MAX O. C. I J Si verLind b% Andemn g7ll_ r No sorP.oesos ONE so INN 04 as" mTH INWNWL W ONm PN. Px) aS•r000 M It N NULL cC e a< Z t w Z i aim vl i G gR S Z" ` aa, O. ofIT I at mN o m V1 m Y v ~ J U1 Z TRANCHORSAPP/ N 50-2995.2 SEE SHEET 5 FOR DETAILS OW6 0.. ANCHOR LAYOUT SW0002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/ MASONRY 1 1/2' MIN. BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX • a' WOOD BUCK BY OTHERS e . ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/B' MIN EDGE DIST. 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERSLA MAX, PERIMETER / SHISHIM SPADE SEALANT J O.A. UNIBY OTHERS 1 HEI6HT EXTERIOR I — INTERIOR 1 SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION q NFAD- ZX WOOD BUCK NAIL FIN SEE GLAZING DETAIL. SHEET 6 EXTERIOR INTERIOR O. A. UNIT HEIGHT PERIMETER 1 SEALANT 1 BY OTHERS I I/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS u8 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. EDGE DIST, ZX WOOD BUCK BY OTHERS SEE SHEET 6 FO CONNECTION DETAILS I , CAULK BETWEEN a • CONCRETE/ MASONRY CONCRETE/ MASONRY 6 ZX 1 1/2• MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION q SILL - ZX WOOD BUCK NAIL FIN SilverUne gAndersen ru ee r..eeeee anrt snvowa oan4 Noeiw earasaRa.w uto: w. cral nnoo um „ U1/ 4' MAX MIN. 3/8' EDGE DISTANCE 2yf SHIM SPACE ` g i Z00 SASH REINFORCING ° W ? m u SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS w " m -0:5 m r SEE GL ENTS PENETRATION BEYOND a W 5 p Z$x DETAILSHEET6METALSTRUCTUREZj ` ^ o E 8 GR. 5 SELF -TAPPING SCREW W CR E INTERIOR INSTALLATION ANCHOR g METAL STUD BY OTHERS, SEE SHEET i INSTALLATION c NOTE M m EXTERIOR FINISH BY OTHERS Z EXTERIOR PERIMETER SEALANT BY OTHERS O ZO O. A. v% UNIT H WIDTH > Lu w r HORIZONTAL SECTION q IAMB - MErAL STUD NAIL FIN O ,* aa"I I! O ^ ~ 6 F IE y,> nca is y. N Z 7 it chi Z o $ a % n D W6 > r SW0002 SHEEr'• 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS CAULK BETWEEN ° CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT- _ BY OTHERS O.A. EXTERIOR UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 3/4" MIN. EDGE DI5TAWE 2X WOOD BVCK/5TVO BY OTHERS SEE SHEET 6 FOR 1/4" MAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE 5HEET 6 FOR REQUIREMENTS SEE GLAZING 1 1/2• AUK DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4" MAX SHIM SPACE l INTERIOR VERTICAL SECTION 5 HEAD- ZX WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR ANTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP UNIT / \) (P/N 50.2995.2)' DETAIL AT HEIGHT RIGHT FOR INSTAL.. REQ. 1/4" MAX PERIMETER SEALANT r SHIM SPA BY OTHERS SPACE EXTERIOR FINISH BY OTHERS PRECAST SASILL: i .r a BY OTHERS 3/16' ITW TAPCON L4D45TALLATIONANCHOR t 3/4" MIN ° EDGE DISTANCE p VERTICAL SECTION 5 SILL • CONCRETE/MASONRY THROUGH FRAME MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN.1/2" EDGE DISTANCE 10 GR, b SELF-TAFPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR _ BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB• METAL TUBEISTUDORAPPROVED MUWON THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES POOVIOED 4.0000-I-4.0000 TOACCOMODATE #14 DIA. 2. D000t2.0000 0. 0620 7700 1 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO 1 1/4' MIN. OPENING. SEE ANCHOR PLANVIEW - ANCHOR STRAP (P/N 50-2995-2) EMBEDMENTREQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY. V5E (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1.1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1- 1/2" EMBEDMENT, MIN. V EDGE DISTANCE. Silverline e!' Andersen neeeve• eeeu orR snaTALDi oecri r+ onw eevuma woro: ne frRl a»om A 4 3 S C W wco< eW° i 41 Y-' a a V) Z 0 0 LJ tn G 4; rl m" m N J y u2 G NG #: SW0002 BEET: 5 OF G SilverLine NOTE: byMdeTsen ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZLTN6 REQUIREMENTS rlOUTLINEDINCURRENTFBCANDASTME1300 GLASS LOAD RESISTANCE INTERIOR MTN 77YLf7 1m w p70J M 0771•73aa00 H^v p H ? EXTERIOR INTERIOR EXTERIOR vl S9 V1 S INTERIOR y ea Luc, m a O m SMALL' FRAME 'LARGE' FRAME 1 M3SITV255 vi ps p 7 Q qREINFORCINGEXTERIORREINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. TE tii a g m w a REQUIREMENTS REQUIREMENTS. 1/8' SETTING BLOCK W cd VERTICAL SECTION K HORIZONTAL SECTION 1 _ Flo6MEETINGSTILE6INTERMEDIATEFRAMEMUWONGLAZINGDETAIL1 I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DESIGN PRESSURE •/- 35 P5F 36 X 84, (O/X), DESIGN PRESSURE ./• 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (0/X-O/X), DESIGN PRESSURE -/• 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X•O/X-0/X), DESIGN PRESSURE •/-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 P5F 0 " STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING I5 NOT REQUIRED FOR THE FOLLOWD46 SIZE/RATINGS: 76 X 62, (O/X-O/X), DE5I6N PRESSURE •/- 35 PSF NOTE. 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN P 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.L. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME, BY OTHERS 1 1/4' MIN. EMBEDMENT 11/2' MIN. EDGE DISTANCE 2' MIN. EDGEDISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL 1,9 F coxv Z o6 Ito", pDWG #: SW0002 SHEET: 6 of 6 WINDOW R DOOR MANUFACTURERS ASSOCIATION NOWDMA Hallmark® Certificate of Conformance and License CCL Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC Adm"'""`' Ine. "" Systctns.lne. 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.2IA440-11 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 22013a 4.59psf) 440-H-025.36 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm B9241.01-109-47 7/17/2012 3/8/2017 914x2127mm (36x84in)-H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psi 440-H-025.39 2900/4900 70 Series 101/I.S.21A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219x1676 mm (48x66 in}H 440-H-025.40 290D/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 914x1930 mm (3606 in}H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 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 965xl676mm' (38x66in')-Type H; Positive Design Pressure DP) = 2400Pa (50pso; Negative Design Pressure DP) = 2400Pa (50pso; Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD-20 10/14/09 Friday, May 13, 2016 Page 7 WINDOW R DOORMMANUFACTURERS ASSOCIATION Hallmark® Certificate of IEWDMAConformance and License (CCL) AMS, INC. Ad"'in`=°"`",%1l°°&`m"` systems. Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.21A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' (44x62in•)- Type H: Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52pso 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 121ASTM 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 (-50psi 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. RsisL Test Pressure = 360Pa 7.52pso 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 201/2021203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psi 440-H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675.1 3/5/2014 2/20/2018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50: Size Tested 1321mm 1854mm NCTL-110-16675.3 31SQ014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 WINDOW & DOORONMMUFACTURERSASSOCIATION Hallmark® Certificate of , AMs, INC. IEWDMAConformance and License (CCL) AaministrativYN,enab`ment syuems, 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 440-H-025.57 2901/4901Impact 440-H-025.59 2901/4901Impact 440-H-025.60 2901/4901Impact 440-H-025.61 2900-4900 Series/29014901 Single Hung Window 440-H-025.62 29004900 Series/29014901 Single Hung Window 440-H-025.63 29004900 Series/29014901 Single Hung Window 440-H-025.64 2900-4900 Series/29014901 Single Hung Window 440•H-025.65 2900-4900 Series/2901-4901 Single Hung Window 440-H-025.66 29004900 Series/2901/4901 Oriel Single Hung 440-H-025.67 29004900 Series/2901/4901 Single Hung 440-H-025.68 29004900 Series/29014901 Single Hung WD-20 10114109 Friday, May 13, 2016 Standard Rating 101/I.S.2/A440-11 Class R-PG50; Size Tested 965 x 1575mm (-38 x 62 in.)' Type-H ASTM E-1996 121ASTM DP +50/-50 psi, Missile D. E-1886-05 Wind Zone 4 ASTM E-1996 12/ASTM DP +50/-50 psi, Missile D, E-1886-05 Wind Zone 4 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 101/I.S.21A440-11 Class LC-PG30; Size Tested 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psi; Water Test Press 260Pa (5.43psQ 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm x 1829mm (48 x 72) ' Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2438mm (48 x 96) Type-H; DP +201-20 psi; Water Test Press 150Pa (3.13psQ 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi, Water Test Press 360Pa (7.52psQ 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm x 1880mm •(38 x 74) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ Wide High Test Report # CertDate ExpDate 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321 mm 1854mm NCTL-110-16675-2 315/2014 2/20/2018 965mm 1575mm NCTL-110-16675.2 3/5/2014 2/20/2018 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2018 1321 mm 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm 1956mm D9359.01-10947 1/28/2015 7/2/2024 1219mm 1829mm D9964.01-109-47 1/29/2015 8/4/2024 965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 965mm 1676mm E5611.01-109-47 3/16/2015 712/2024 965mm 1880mm E5612.01-109.47 6/1/2015 9/8/2025 Page 9 wMMUFAMRERSASKICIAMN Hallmark® Certificate of , 11WDMA Conformance and License (CCL) ' Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. m.r„ A's"",.YrSYSEM,, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440• 1-1-025.69 2900-4900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-rl 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type- H; DP +50/-50 psi. Water Test Press 360Pa (7.52psQ 440- H-025.70 29004900129014901 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 psi. Water Test Press 360Pa (7.52psQ 440- H-027.19 2907TW/4907TW 101/I.S.21A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/2812012 8/9/2016 20324134mm ( 80x84 in}H 440- H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-10947 1/31/2013 12/1312016 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. 43psl) 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. 52psQ 440- H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-10947 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H- 027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 2/5/2014 9119/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 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 psi; Water Test Press 260Pa 5.43psl) WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW TU DOOR Hallmark® Certificate of IMWDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscerl.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. tivelMaWmentAte"°` aSMM,n' . SystrnuIc. 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 psi; Water Test Press 180Pa (3.76psQ 440- H-027.28 2900-4900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01.109.47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74)' Type- H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440- H-027.29 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)' Type- H; DP +25/-25 psi, Water Test Press 180Pa (3.76psQ 440- H-027.30 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type- H; DP +151-15 psi; Water Test Press 360Pa (7.52psQ 440- H-027.31 2900.4900/29024902 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 +50/-50 psi; Water Test Press 360Pa (7.52psQ 440- H-027.32 2900-4900/29024902 Twin SH (Finless) 101/I.S.2IA440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type- H; DP +50/-50 psi. Water Test Press 360Pa (7.52psQ 440- H-027.33 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type- H; DP +30/-30 psi; Water Test Press 220Pa (4.59psQ 440- H-028.14 2903/4903170 Series 101/1.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/1612016 2737xl575mm ( 108x621n}H 440- H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1/17/2017 2718x2134mm ( 107x84in}H 440- H-028.16 2900/4900/ 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' ( 107x62in'-H 440- H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-10947 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type- H WD- 20 10114109 Friday, May 13, 2016 Page 11 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION IEWDMAConformance Hallmark® Certificate of and License CCL 4t.' Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs>>NC. Admieistteti.Yl,4aoagemrn` systim.% inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 29004900 Series/2903-4903 101/I.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-10947 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01.109.47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psh Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900170-2903/4903 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 psi; Water Test Press 180Pa (3.76psQ 440-H-028.22 2900-4900/2903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109.47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 ps1; Water Test Press 220Pa (4.59psQ 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 511/2017 1118x1524mm' (44x60*in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-029.08 2900-4900/29074907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 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/-20ps1; Water Pen Resist. Test Press = 150Pa 3.13psQ 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 R DOOR MANUFAMRERSASWCIA110N Hallmark® Certificate of IOWDMA Conformance and License (CCL) 4t-> Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscertcom North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540 Transom (Specimen 1) Standard Rating 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 260Pa 5.43psQ 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: Wide High Test Report # 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01.109-47 t' - I --a— John McFee, IMP c AMS, INC. Administrative 1%IWnhcment system.,, Inc. CertDate ExpDate 11 /23/2015 4/27/2025 11 /2312015 4/27/2025 gams, J11DAL1 Hallmark By. ,,, .e G, Rhonda Schorz, Authorized Represantative, AMS Program Sponsor: Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)673-4828 www.wdma.com Program Administrator: Administrative Management Systems, Inc. PO Box 730, 205 West Main Sackets Harbor, NY 13685 TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 lrlA\\BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 3947 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/ 15/2015 Contcnts: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' 4'-.0 G 1111 11111 Hermes F. orero, 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: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL t# 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 51" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL #t 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 51" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5 " Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 12/ 15/2015 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization f#: CER1508). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization t# 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. = O.SS), 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. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors'of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 10/27/2016 Florida Building Code Online alpA Business & Profe-ssion-al R'egulation SCIS home l Log In i User Registration 1 Hot Topics l Submit Surcharge l Stats s Facts l Publicaaons l FaC Staff l SCIS Site Map I Links I Search Florida r litl Product Approval 75 USER: Public user SP: LOfa%T Produtt Aoomval Menu > product or Aoellcatlon Search > Aoolicatlon List > Application netab FL # FL9174-11I1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE 4. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9174 R11 COI Cert of Ind Scates 2011 s.odf Standard DASMA-108 DASMA-115 Year 2002 2005 hops://www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXOMDqu01JR(Wxf6u7oin10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of FL # 9174.1 Model, Number or Name 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 O 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0228 318958 P7.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 1111 If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.2 15120 / 6100 / 9100 #0229 116' 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 If 0229 3189S9 P8.odf FL9174 R11 If Track Suoolement Chart PlO.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R 1 t AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 If 0230 318960 P10.odf FL9174 R11 It Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R I 1 If 0231 318996 PS. odf FL9174 RI 11 Track Supplement Chart PIO.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 6S3.adf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.5 I S120 / 6100 / 9100 #0234 19 Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 RI1 II 0234 319022 PS.odf FL9174 RI1 It Track Suoolement Chart P10.odf FL9174 R11 If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 baps://www.Ooridabuilding.org/pr/pr_app dN aspx.)param=wGEVXQwtDquOIJRfWxf6u7oin10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 2/6 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 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 EL9174 R11 If 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 li 319040 P1 Post.odf Impact Resistant: Yes FL9174 R1l It Track Suoolement Chart PlO.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.7 1 5120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 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. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.9 1 5120 / 9100 #0236 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: 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 It 0232 318999 PS.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf 9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or intermediate section. Installation Instructions FL9174 R11 If 0233 319000 PS.odf FL9174 RI1 It Track Suoolement Chart Pt0,odf FL9174 R11 I1 WD1ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 If 0236 319024 P6.odf FL9174 R11 II 319040 PL Post. odf FL9174 R11 If Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AE ASTM A 653.odf FL9174 RI1 AE Eval Rent 9100 rl s.odf 9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.10 15120 / 9100 #0237 118' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 It 0237 31902S P6.ndf FL9174 R11 II 319040 P1 Post.odf FL9174 R11 H Track Supplement Chart P10.odf FL9174 Rll If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes tdpsJ/www.floridatwilding.org/pr/pr app dtl.aspx?param=wGEVXQwtOqufllJRfWx15u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3/6 10/27/2016 Florida Building Code Online 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 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 FL2174 R11 11 0600 319026 P4.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24" Glazing 0601 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 11 0601 319027 134.odf FL9174 R11 11 Track Supplement Chart PIO.odf FL9174 R11 i1 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9t74 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 19174.13 15120/5140/6100/9100/9400/9600 116' 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 PS.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 R11 If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI1 AE ASTM A 6S3.odf F0174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' 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 11 0603 319029 PS.odf FL9174 R11 H Track Supplement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116. Max width. 8' Max height. Max section height 24" Glazing 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 11 0604 319030 PS.odf FL9174 R11 11 319040 P1 Post.odf FL9174 R11 It Track Supplement Chart P10.odf FL9174 R11 I1 WDJambSuoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 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 If 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL2174 R11 If Track Supplement Chart P10.odf Impact Resistant: No FL9174 RI1 it WDJambSuoolementP16 s.odf hfips://www.floridatxrilding.org/pr/pr_app ol.aspx?param=wGEVXQwtDqufllJRfWxf6u7oinl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d°%o3d 4/6 10/27/2016 Florida Building Code Online Design Pressure: +15.30/-17.00 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,odf door. FL9174 R11 AE Eval Reot 9100 ri s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0606 319032 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 It 319040 Pi Post.odf Impact Resistant: No FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuoolementPl6 s.odf Other: Doors with glazing shall not be used in the wind- Verified By: John E Scates P.E. FLORIDA PE 51737 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R11 AE ASTM A 653,odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014e_.n_n_f Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RI l It 0609 319035 PS.Ddf Approved for use outside HVHZ: Yes FL9174 RI l If 319040 P1 Post.odf Impact Resistant: Yes Design Pressure: +39.20/-43.70 FL9174 R11 II Track Suoolement Chart P10.Ddf FL9174 R11 If WDJambSuoolementP16 s.odf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.adf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 u0608 18' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 [[ 0608 319034 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 If WD3ambSuoolementP16 s.odf Design Pressure: +18.S0/-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 6S3.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf EL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 It 0607 319033 PS.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R11 It Track Suoolement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rent 9100 ri s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes Back NCat Contact Us :. 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Copynaht 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 mad. If you have any questions, please contact 8S8.487.139S. 'Pursuant to Section 455.27S(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address of 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 it you are a licensee under Chapter 455, F.S., please dick hgr2_. Product Approval Accepts: httpsJ/www.floridabuilding.org/pr/pr_app dll.aspx?param=wGEVXQwlDqudllJRNVxf6u7ajnl0heH%2bRKJkizESWxAzegKuY8GeG0%3d%3d 5/6 10/27/2016 Florida BLdIding Code Ordine Z'—' Credit Card Safe blips:Uwww.floridabuilding.orgtpr/a appo.aspx?param=wGEVXOwtDqufllJRM/x(6u7ojnlOheH%2bRKJkizESWxAzegKuY6GeGO%3d%3d 6(6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P 16 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 NOTE ' 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 1 9 7 6 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 = 30pst DOOR WIDTH = 16(t LOAD PER JAMB - 30pst x 16tt/2 = 240lb/tt N\\``E. No. 51737 i• STATE OF 41 Ztv p`s ONA1- o mI I I j11 4. CHART IS BASED ON 6'-W 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-m" AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE S1737 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 "oI 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 1. BASED ON 16d COMMON WIRE NAILS (0.162"4-1/2") 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 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ 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 1 11 14 16 760 11 13 16 780 10 1 13 16 800 10 1 13 15 No. 51737 i 0 STATE OF i/.c •.!LOR Q Fss ONIllitiN III 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 WAND 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 = 30pst DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16tt/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 56308/F2203 Revision P 16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ `0164 2500 PSI CONCRETENOT61 4000 PSI CONCRETE NoTEI 2000 PSI GROUT FILLED CMU"oTE2 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 GENaF rop No. 51737 0 STATE OF • po FS' 1. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.O. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF 4', AND A MINIMUM END DISTANCE OF 4'. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16f1/2 = 2401b/tt 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. Aooroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/F7"IE4 2500 PSI CONCRETE "oTE' 4000 PSI CONCRETE "oTE' 2000 PSI GROUT FILLEDCMU"ore2 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 0 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 I Mo. 51737 O STATE OF Z// joss t'1111 1, 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 161U2 - 240lb/ft S. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 wa c. Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 Nz- o t c NaF-?ip vx No. 51737 40 STATE OF aiONA 11111 I\ Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E SCAIES, PE 3121 FAIRCATE DR CARROLLTON. TX 75007 FL PE 51737 TX PE 56306/1'2203 PROFESSIONAL ENGINEER'S SEAL PROWDED ONLY FOR VERUICATION OF WNOLOAD CONSTRUCTION OEtAILS. SEE DETAILS 1, 2. AND 3 REOUIRED FOR VER7ICA POST REINFORCING SYSTEMS, 6' MAX FASTENERS PER SCHEDULES I THRU 4 MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2.6 FOR ATTACHE ENT TO CONCRETE AND CROUT FILLED CMU, TYP. 6' MAX. DOOR W1DTIi MINIMUM 2a6 /3 RE HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 1- l- 2-3/4' 2) 3/8- SIMPSON TITEN HD SCREW ANCHOR V47H A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4' DETAIL I MINIMUM 2500 PSI CONCRETE um. MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 2.6 /3 11 HEADER LOCK SOUTHERN PINE BRACKET LUMBER 6- 4. 4- 6- 4) 3/6' SIMPSON TITEN ND SCREW ANCHOR WITH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 4'. DFTAIL 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2400 LEIS REVISIONS MINIMUM 2.0 /3 r q HEADER LOCK SOUTHERN PINE / BRACKET LUMBER. , / 1-1/2' -J ,-1/2- J 4) 3/8- OIA. LAC SCREWS WITH 1-1/4' OD. WASHERS LAC SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' IN70 THE MAIN SUPPORT MEMBER OETAIL 3 92 MAXIMUM DE ICN LOAD ICAPACITYOF2430LBS. SHEET 1 OF 2 DRAWING PART NO. REV JAMB CONNECTION SUPPLEMENT 324620 IP16 REVISIONS wag 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2300 PSI CONCRETE tlO.IE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SMALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE I 3/8' SIMPSON TIIEN HD. 2-3/4' MIN DMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET- 1/4-204/I8' TRAC( BOLT AND 1/4-20 HEX NUT TRACK No. 51737 4 STATE OF ; ` 0.N0 , • • a10 1OR10P p; i t` .. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' 30NN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, Tx 75OD7 FL PE $1737 fA PE 563011/1'2203 PROFESSIONAL ENONEERS SEAL PROMDED ONLY FOR VERIFICATION OF MNOLOAD CONSRNCRON DETAILS 2 3/4' EDGE L MIN 2 A 4 SPF (C-0.42) OR BETTER WALL STUD H=- MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR 5/16' LAG SCREW WITH 1-9/32' EMBED IN CENTER OF STUD (t 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-20119/18' TRACK BOLT AND 1/ 4-20 HEX NU JAMB CONNECTION SUPPLEMENT DATE I NAME DRAWING PART NO. REV. 324620 IP16 The Genuine. The Original. Ovarhead Door Corporation 2501 S. State Fhvy 121. Suite 200 Lewisville. TX 75067 Phone 469 S49 7100 fax 4695497281 wwwoverhoaddoor.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 Horton Toncli :: Overhead DOOr.:COIpOrBtlOf1 ASubsidiaryo(SonwaHoWingsforporatbn 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 FL09174-R7 To Whom It May Concern: 3121 Fairgate Or. 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 [nstructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. C; OM Drawings TABLE 1. FL 09174-117 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 EA-C-4= to/q Fl.09174-R7 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev 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 yr 4 FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a X" 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 ID(ko ll 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, 10 n E. Scates, P.E. v Florida PE # 51737 6 John E. Scates, Professional Engineer February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 Re: Statement of Affirmation to FBC 5`" Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the S ' Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE q 51737 GIN VX No. 51737 0 STATE Of Z. 0.t'•.A'1ORtOP# IIII SHORT1. PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSS GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MIMMUM OF (6) W- SCREWS INSTALLED IN 13 CA HOT6Z ANGLE TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT OECORAnVE INSERTS) MEETS UNIFORM STATIC OESICH PRESSURES SHOWN ON THIS DRAWING GLAZING SHALL HAVE A MAXIMUM HEIGHT IJ CA MO ANGLE OF 13.75• AND A MAXIMUM LENGTH OF 16.78•. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS 16 GA MIN HORRTRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16 1-3/8'• 090' MNMUM SSB GLAZING IN MOI FRAMES GLUED WITH LAO SCREWS A 1/6 BEAD OF BOSOK 1100 OR EQUIVALENT UNDER THE MIN 3 AS OLIVER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) #6.1' SCREWS INSTALLED W TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT OECORATIVE INSERTS) MEETS 15 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 WINO -BORNE 5/16 1-3/a• LAO DEBRIS REGIONS. GLAZED SECnON REWIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET SOLE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL K1) I/a-1s 7/8' SELF DRILLING CRMPOTE SCREW TO 1/4-20K9/16' TRACK ATTACH E J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX SOLE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAMB SKEET 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 POLYCARSONATE 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 WINO -BORNE OEBRIS REGIONS, SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES RONFORCEMENT BRACKETS 1S GA STIFFENED` TO U-BAR ON UPPER INTEGRAL RIB (SEE Of TAIL G JAMB BRACKETSSHEET2 to GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SGIELOULE FOROFSECTIONANDOPERATORSOLETOBEFACTORYINSTALLED. QUAHITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/+-1417/r SELF AND TYPE DRQLNG CtMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT ORE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCK a, VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.0 BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REORRRED WITH OPERATOR 7/16' TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR S. KEY LOCK, SLIDE LOCKS, OR OPERATOR REOlIREO. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PUCE tMEL (A)SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET W MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS ENO 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 TINS ORAWING. DOOR JAMB TO BE MINIMUM 2-6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTON SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM Of (6) /Bal' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS LOUVERED SECTION REOUBIES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOKN E. SCARS PE 3121 FAIRGAIE OR. CARROLLTON. rx 75007 FL PE 31737 TX PE 56306/1`2203 PROESLONAL ENGINEER'S SEAL PROVIDED GIRT FOR VERIFICATION OF UNDLOAD CONSTRUCTION DETAILS NOTE ON SHEET Jt INSTALLATION GA ENO CAP 18 W OPERATOR SOLE FACTORY ADHERED TO CENTER OF TOP SEA REVISIONS Ps CHANGES TO GENERAL FORMAT AND CHANGED E ODOR U-BAR FASTENER TYPE AT ENO CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/06 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND I NOTE., (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0-. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. MR8 5/10/06 I P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100 mootnEO NOTE 8 TO STATE THAT LOUVERS L ARE NOT IMPACT L RESISTANT. CRT 6/6/07 JAMB ASNEDULE HOOOREIGGHT NO. OF SECTIONS NO. OF JAMO BRACKETS EACH JAMB) LOCATION OF CENFLRLINE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL 04MENSIONS 3 2') 6 JB . ,3 01 . 25-1 J. JB , 115-1 . a , 63 JB 7'-0' 8 IFAT(J.5 Mil10JB , Z1-3 JB . 29-3 • JB , 42 JB , 63-1 a JB 6•-0' 5 a JB , 13 QI . 23- JB, 3s JB . Q-1 s• a . 58• JB . 6r 7s'JBB'-0' S a JI3, 10 JB , 21-3 JB , 29-3 J3 , JB , 57-1 1 JB , 66 JB ,75JB a - 0 IGHLIFT OOF PITCH NOTE BELOW WIL JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2M/16• TRACK BOLT AND NUT. jg) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO AOOOONAL HARDWARE NEEDED ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT. ROOF PITCH, ANO/OR GREATER THAN 6' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLO WIDTH 16'- 0' ALL 207.2 -230.s 0• ls•- ALL 1a1.3 -201.6 12'- 0' ALL 155.4-172.5 10•- 0• ALL 1Z9,5 -1...0 Wayne® Balton DIVISION OF OVERHEAD ODOR C 3395 ADOISON DRIVE PENSACOLA, FLORIDA 32514 ICKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/ 17/08 ADDED IMPACT ASTANT GLAZING IEO TEXAS LICENSE ABER TO TITLE BLOCK. KNGEO LOUVER NOTE. REASEO MAX HEIGHT W- 9'. ADDED HIGH AND ROOF PITCH CK NOTE. 7/ 22/08 UPDATED TITLE BLOCK 8/ 26/10 ADDED LONG PANEL ZING OPTION STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. ISIZE. A DESIGN ( PSF): +25.90/-28.80 MAX WIDTH. 16'-0' DATE NAME TEST ( PSF): +3&85/-43.20 MAX HEIGHT: 8'-9' ORAWN 3/8/06 GRT IMPACT/ CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21' CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 1 OF 2 DRAWING PART NO I REV, WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 GA AOJJSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA AOJJSTABLE FIXTURE ATTACHED TO TOP FIXTUREVAINTHE (8) PRE- PUICAPATPRE -PUNCHED HOLES HOLES EACH ENO FACRO IN BOTTOM OF U-BAR / AND ATTACH THRU E''N 8• DWITH SELiCRIMPT121E1/SCREWS oRILACH iwcCIIY)PA5FORSTANDARDTRACKIr1/1-11X7/8' SELF OPoCRIMPTITE SCREWSFOHEADROOMTRACK (2 ARE USED TO ATTACMOP DETAIL A BRACKET AS SHOWN LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLOE ATTACHED TO PRE - PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB MATH WITH ( 2) 1/s-11Xs/e' CRIMPTITE SCREWS. THE (8) PRE -PUNCHED NOTES EACH ENO USE MEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER AUGNMENT OF ROLLERS CAP AT EACH ENO WITN (2) 1/1-11.7/8' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED EXCEPTION: U-BAR PLACED OVER TOP WITH ( 4) 1/1-11.5/8' / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THR1 ENO CAP AT EACH WHICH ARE FACTORY ENO M7H (1) 1/1-110/8' SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FIANCE OF THE U-BAR NOTE• DUE TO CLEARANCES REWIRED TO 2' NYLON STORYG&RO AT THE SBEi THE Uo• ROLLERWITHUSBARS, ALLTALL BARSSHALL1- 1/Y STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SUDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER 6) 1/1•-20.5/8' RIB AND INTEMINCRIYPnTE SCREWS (2 of VAIN (( 2)) CRIMPTITESEWS THRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU RANGE TOPLEAF, ANO 1 OF OF U-BAR AND BOTTOM WHICHISFIELDINSTALLEDHINGELEAFAND1THRUTMRUPRE-PLEO HOLE WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/1-11X5/8'CE UOWNR OVER INTEGRAL RIB WIiH CRIMPTITE SCREWSCH TOWN TO GEAR BOTTOM CKET ANO ATTACH TIRO ENO CAP WEACHENTWITH (1) 1/1-11X7/8'F DRILLING CRINPTTE SCREW AS FOR IMPACT RESISTANCE,WN AND USE (1) 1/1-11.7/8' SELF BOTTOM BRACKET MUST BEWNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U-BAR AT U- BAR VAIN EACH PRE -PUNCHED HOLE AT EVERY S2) 1/1-147/6' SELF DETAIL D HINGE LOCATION. USE (1) 1/1-206/e' RIWNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED MOLE LOCATIONS, DETAIL THIS SHEET. 1T8. 3/1' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3- 1/2' O.C. MAX 1/ 6' BEAD GEULTRAGLAZE SSC1000AC ( STRUCTURAL SEALANT OR I USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACKED MAIN ( 4) 1/1-110/8' SELF DRILLING p CRIMPTITE SCREWS (2 8 THROUGH BOTH BRACKET AND U-BAR) ' DETAIL G 1) 1/1-11.7/0' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF OOOR THRU J.- STRUT t OPERATOR BRACKET. HOJEL J-STRUT B SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED r ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) i(( oT 1/1-11.7/8' SELF ORI _1-20 /_Il+&g CRWPTTESCREWSIMPACT BOTTOM BRACKET 5) SECTION DOORS WITN ( 6) 3. 18 GA. 60 KS1 U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ___ 4) SECTION DOORS MIN ( 5) 3% 18 CA. 60 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN DETAIL F UBAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACKED TKRU PRE-PUNCKED HOLES WITH (2) 1/1-11.5/e' CRIMPTITE SCREWS AT EACH INTERMEOLATE HINGE LOCATION, (2) 1/ 1-110/6' SELF DRAWING CRIMPTITE SCREWS AT EACH ENO CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND 0 THIS SHEET). (2) 1 1-11 S/8' CRIMP71TE SCREWS APPROXIMATELY MIDWAY BEhvEEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/1-11.5/8' CIMPTITE SCREW APPROXIMATELY 6' FROM EACH ENO. 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 BOTTOM SECTION NON- STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED MOLES IN THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER 1/ 1' POLYCARBONATE SUOES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE I ATTACHED TO THE DOOR WITH 1/1-1195/6' CRIMPTITE SCREWS. 3. 16 CA U-BARS SHALL BE STAMPED '18' APPROXIMATELY 6• U- Tj FROM EACH ENO. FACER STEEL I I / STATIC PRESSURE RATINGS APPROVED SIZES Sc Wagpe® DESIGN (PSF): +25.90/-28.80 MAX WIDTH. 16'-0' TEST ( PSF): +38.85/-13.20 1 MAX HEIGHT: 8'-9' OR D; MtOA IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' cH JOHN E. SCATEA PE NON-STRUCTURAL 3121 FAIRWIE OR DECORATIVE INNER / MODELS 5120/6100/9100 CARII. M.. TX 7SO07 WINDOW TRIM R PE 31737 TX PE 56=/R2zo3 IXVISON OF OVER14EAO DOOR COR VE R ICATION F ONEER'S SEAL CONSTRUCTIONooar FOR DETAIL E PENS 9COlA. no FLORIDA3251.FWINDLOAD SPECIFICATION OPTION CODE 0230 vERFltAnpN ar WUNpLOAp m+SmutnoN pEtA1L5 O50 174-9e90 REVISIONS MAT AND CHANCED JAR FASTENER TYPE ENO CAPS AND TOM RETAINER. KGEO CENTER HINGE IGE AND ADDED VER OPTION NGEO STRUT ITIFICATION METHOD M COLORED PAINT TO MPEO NUMBER. 3/ 6/06 ADDED SUPERIMPOSED IGN PRESSURE LOADS RIFIED NUMBER OF TENERS AND CENTER CES REQUIRED FOR IRONER DOOR VAOT14S 1 5/10/06 ADDED IMPACT ISTANCE TO DOOR. LTE THAT E NOT IMF SISTANT. T 6/6/07 BRACKET SCHEDULE FOR FAT OPTION. ADDED LMR TRACK DETAIL SHEET 2. CRT 4/17/08 PS 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. GRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 RIO ADDED LONG PANEL GLAZING OPTION CRT 3/15/11 N. T.S. I 1 3/8/06 1 GIRT EO 1/6/06 1 MRS SHEET 2 OF 2 ORAWING PART NO I REV. 318960 1P10 REVISIONS P2 21NCH TRACK TRACK -CUPS -TEXAS O 13 GA MIN WALL ANGLE 12 FOOT CONTINUOUS o UPDATED O WALL ANGLE eP 6/11/03 PLICE PLATE LOCATION UPDATED FORMAT. IN ED ALLOWABLE SEE SCHEDULE I 0 PRESSURES PRESSURES 46. 00/-52.00 PSF FOR I WIDTHSALLDOOR1H511 GA MIN 3) 1 /4"— 20 TRACK 04ANCED ' TEXAS WALL TO ' CONTINUOUS CLIP SEE ANGLE' 14 OR CARRIAGE BOLT WALL ANGLE'. ADDED MAX SCHEDULE WITH 1/4"-20 NUT SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS CRT 4/ 2/07 TYPICAL CLIP CHANGED BOLTING DETAIL A 9800. ADDED MODELSS980013GA MIN AND e024 WATN OVERLAY TO EDUCE CUP CONTINUOUS SCHEDULE. WALL ANGLE TRACK car e/21/o7 o P5 UPDATED MODELS 12" 2) 1 /4" X LISTED IN CHARTS UPDATED SPLICE & CUP MAX 7/ 16 SEMI SCHEDULES9/06/07 OLP TUBULARi RIVITS P6 UPDATE MOUNTING DETAIL DRAWINGS. 12" SEE CLIP DETAIL MAX 11 GA MIN 1) 1/ 4"-20 TRACK OR CARRIAGE BOLT car 10/ 05/07 P7 UPDATED CHARTS To CLIP SEE NTH 1/ 4"-20 NUT ELIMINATAT T USE E THEOFTHE #8 CUP (REPLACED Acaoss THE SCHEDULE r% CIAHRG) 12" \. ,ij TYPICAL CLIP OLP 10/ 24/07 MAX RIVETING DETAIL PO UPDATED STEEL MOUNTING DETAIL MRS 04/ 11/08 12" IRS P9 EXPANDED 1-1/2' TO 1-3/ 8' DOOR THICKNESS LIP LOCATIONS 0.28" ff 11 GA MIN CLIP CHART UP 10 14' HIGH. MAX SEE SCHEDULE 2 SEE SCHEDULE CRT ,2/"/°° u UPDATED TITLE 1 BLOCKeLocKCRT6/ 2/10 12" 1) 1 /4"-20 TRACK MAX TRACK 13 GA MIN OR CARRIAGE BOLT CONTINUOUS j WITH 1/4"-20 NUT WALL ANGLE — A TRACK CLIPS TO BE EITHER TYPICAL CLIP RIVETED, BOLTED, OR WELDING DETAIL WELDED. SEE DETAILS THIS PAGE. OHM E. SCATEA PE 3121 FAIROATE OR CARROLLION, TA 75OD7 FL PE 51737 FX PE %3OO/F2203 PROFESSIONAL EMCIEER' 4 SEAL PROVIDED ONLY FOR UN VERIFICATION OFWLOAOCONSTRUCTIONDETAILS DESIGN PRESSURE CHART DOOR WIDTH MAX PSF 9'-0" 46.0 PSF —52.0 P TRACK SUPPLEMENT SF SF wage® DATE SF DRAWN 8/ 21/07 1pitOn CHECKEo 8/21/07 SHEET 1 OF 3395 ADDISON DRIVE DRAVANC PART NO CHART PENSACOLA. FLORIDA 32514 307494 850) 474-9890 REV. P10 2 3/4" t1" EDGE DIST E60XX MINN1 8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR -t;TRACK BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF 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 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 WELDING c, a Q CONCRETE MOUNTING DETAIL JOHN E $CATE% PC 3121 FAIROATE OR. CARROLLION• TX 750D7 FL PE 51737 TX PE 5O306/F2203 PROFESSIONAL ENOWM'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNOLOAO CONSTRUOKIN OEIAXS 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 MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2 THICK DOOR HEIGHLATECLIP #'S FROM BOTTOM TO TOP PPLICE 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'-0" 7. 9. 9. 9. 9. 11, 11. 11. 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13' - 0" 7. 9. 9. 9. 9. 11, 11, 11, 13, 13, 13. 13 22 14'- ON 7. 9. 9. 9. 9, 11, 11, 11, 13, 13, 13. 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK D OR CLIP #'S FROM BOTTOM TO TOP PLATE# 7'-0' S, 6, 6, 7. 7, 9 12 8'-0' S, 6, 6, 7. 7, 9, 9 12 9'-0' S, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7. 7, 9, 9. 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9. 9, 11. 11. 11 16 13' - 0" 5. 6. 6. 7, 7. 9. 9. 9, 11, 11, 11, 13 18 14' - 0" 5. 6. 6. 7, 7. 9. 9. 9. 11, 11. 11, 13. 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5 8 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP PATE 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'-ON 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-ON 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 ON THICK DOOR HEIGHTECLIP #'S FROM BOTTOM TO TOP PLAICE 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 r1_:O-. 4, 4, 4, 4, 4, 4, 4. 4, 4 6 REVISIONS 2 2 INCH LACK -CUPS -TEXAS ALL ANGLE 12 FOOT PRATED J 6/11/03 3 UPDATED FORMAT. CREASED ALLOWABLE RESSURES TO 46 OD/-52.00 PSF FOR LL DOOR WIDTHS IIANCED 'TEXAS WALL NGLE" TO 'CONTINUOUS ALL ANGLE'. ADDED JBSTRATE MOUNTING ETAIL, CHANGED TO TEN HD ANCHORS RT 4/2/07 4 CHANGED FORMAT. DDED MODELS 9800 ND $024 WITH OVERLAY D TRACK CUP HEOULE. RT 8/21/07 5 UPDATED MODELS STED IN CHARTS. PDATED SPLICE k CUP HEOULES. LP 9/06/07 5 UPDATE MOUNTING ETAIL DRAWINGS. RT 10/05/07 7 UPDATED CHARTS 10 IMINATE THE USE Or IE 08 CUP (REPLACED ITH /9 ACROSS THE 8 UPDATED STEEL OUNTING DETAIL RB 04/11/08 9 EXPANDED 1-1/2' TO 3/8' DOOR THICKNESS HART UP TO 14' HIGH. RT 12/11/00 6/2/10 wac® DATE I NAME Bilton DRAWN 1 8/21/07 1 CRT CHECKED 8/21/07 1 MRB SHEET 2 OF 2 3395 ADDISON DRIVE Pam 50)A474-989032514 DRAWING PART NO 307494 I REV P10TRACKSUPPLEMENTCHART Florida Building Code Online Pagel of 3 td MS Moore I Loa 7n I Vmr pn1% +flee I WtUpirs ( Submit Surcharge ( Sbb a fasts I Pvbl =0M MC SUN acre saa Map I tads I seurcFlOIIa Bus,nYes//) f 1 1}essi}I,1QI product Approval uses, wbacUmr Regulation fodud aeoreyal Menu > haduc er Aoellotton Sean]r sApnfkaUga jjg > Appllcatlon oelall FL FU5332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Small Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Ocpiratlon Date Validated By Certificate oftndependence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 13 MI Windows and Doors 650 West Market Street. Gratz, PA 17030 717) 36S-3300 Ext 2S60 bsltlinger@mlwd.com Brent Sltlinger bsltlinger@mlwd.com Exterior boors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62S14 National Accreditation and Management Institute 12/31/2015 Steven M. Urtoh, PE Validation Checklist - Hardmpy Received Standard Year ! AAMA/WDMA/CSA 101/t.S.2/A440 200S i Ell I affirm that there are no changes In the now Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Bullding Code. Documentation from approved Evaluation or Validation Entity UYes ONo ON/A hops://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgt18572gvdWI... 8/31/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL1S332 R2 CDC FL1S332-COMP.odf Method 1 Option D 04/30/20IS 04/30/201S OS/06/2015 Page 2 of 3 FL 0 Madel, Humber or Name Description SS332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZs No FLiS332 RZ 1I 08-00500C.0df Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S108078.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLLS332 R2 It OB-00498C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant, No Created by Independent Third Party: Yes Design Pressum: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R2 AE 51080%.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.3 SERIFS 420 ALUMINUM SGO SERIES 420 ALUMINUM SGO REINFORCED OXO REINFORCED 145-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FL1S332 R2 n o8-02248A.odf Approved for use outside HVHZ Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLtS332 R2 AE S12968A odf PRESSURE RATINGS Created by Independent Third Pally: Yes 1032.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" limits of Use Installation Instructions Approved for use In HVHZ No FLL5332 R2 II 08-02249A.sndf Approved for use outside MVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Othon RC-FBt TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R2 AE S 12969A.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"X96' Limits of Use Installation Instnscbions Approved for use In HVHZr No FLL5332 R2 It 08-02250A.Ddf Approved for use outside HVHZt Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 I ALUMU420M REI FORCED I SESERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 112 IL OR-00499C.odf Approved for use outside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 Ra AE 5108068.20f PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' https: llwww.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 8/31/2015 Florida Building Code Online Limits of Use Installation instructions Approved for use In HVHZ: No Fl 15332 R2 11 08-00501C.Ddf Approved for use outside HVHZt Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistentl No Created by independent Third Party: Yes Design Pressure: N/A 8valuation Reports other. REFER TO APPROVAL DOCUMENT FOR DESIGN ELd? R2 AE S108086.odf 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"0' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ., No ELLS332 R2 II 08-00502C.od[ 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 Othef,. REFER TO APPROVAL DOCUMENT FOR DESIGN FLLS33Z R2 AE S108098•odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.9 SERIES 4301440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143aX96" Limits of Use Installation Instructions Approved for use in HVHZ., No FLIS332 R2 11 08-0OS03C.adf Approved for use outside HVHZ: Yes Verifled By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Othen REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108108.odf PRESSURE RATINGS Created by Independent Third Party: Yes Q==.U2 :: 190 North Monroe SUML Tallahassee fL 32399 Phone: 850-487-1624 The Stale of Florida rt an AAMW ernpbWr• :: PrhfISYSIatorawd is ::Ralund statement Under Florida low, small addrasras are public records. U you do not went your amoll address rdees4d N responao to a putrorecords re4uam do not rand dabonlc man to thb entity. 4nbead, cont" the anie, by phano or br badMonal mail. if you love any 4u"ftas, plasm contact 650.467. 1.79S.-Pumnnt to Section 455.275(1)Florida Statutes eRacUve eddher 1, 2012, llccrceas 6 under Chapter 455, P.S. must PrOW" Um DopaMerd MN an emit addrera N awywlhoone. k e udis provid may be used for of0rbt communtadon w0h the RZOADW H0010M o"ll addrat4a am Pwic record- It you do not Wall to supple a personal address, plum provide the Department w(th an antall addmsr wkdt as be made avallable to the prblla. To delmMne N you are a licenses, under Chapter 45S, P.S., please did DZM, Product Approval Aatlpun Credit5AFiE hqs:// www.floridabuilding.org/pr/pr_app_ d.aspx?param=wGEVXQwtDgd48572gvdWI... 8/31/2015 VOTES: 1. THE PRODUC? SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER KSONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS T4c- RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS JSEO FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: 7fTRUDE0 ALUMINJM 6063—T5. S. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFELY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM LSD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MTH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAIOMUM ALLOWABLE SHIM STACK TO BE 1/4% 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN ',.0 00 NOT REQUIR: WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HOCHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. =0R ANCHORING INTO MASONR"/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT L>H TO,ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLA17ON OEIAILS. 12.rOR ANCHORING INTO METAL STRUCTURE USE $10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYO!IO STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO 3E CORROSION RESISTANT. 14. INSTALLATION ANCHORS SFALL BE INSTALLED M ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A 'ROOD — MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. UAS04RY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TY?E I (OR GREATER). 0. METAL STRUCTURE: STEEL ISCA. 33KSI OR ALUMINUM 6063—TS 1/6' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX XIP, XX TABLE OF CONTENTS SHEET NOA DESCRIPTION 1 I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I AN I 'YCMFFIION I OAR[ I Ama-w I A I AWED FiANeE AND FlN INSTAlAT10N 112/10/13 in.:. SIGNED: IW H2O13 MI WINDOWS AND DOORS LLC \\\v11'"'Zo/, 1001 W. CROSBY RO\,\i. • • • . Q1 CARROLLTON. TX 75006 ,•N'\GEAI•p.' SERIES 420 SGD REINFORCED WITHOUT ADAPTE VV96" x 96" NOTES p ,OF Awle I WO N0. qv V.L. OS—OZZ49 98" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED ANCHORS LOCATION SEE CHART FOR NUMBER OF LOCATIONS REQUIRED 6' MAX I 6' T IAX AME IGHT 1 8' MAX V MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW OESIGHPAESSURERATWG wAcrR478NG tnoPSF Now WIT14241wSUL SEE CHARTS #1 AND R FOR O17fER LIMITS RATINGS DESR:NPRESSURERAnA1G iwACTRAnNG 25.01-28.6PSF NCWE WmT7-vtSAL SEE CHARTS RAND •s FOR OTHER UNITS RAnNGS CHARrII W1TH2.7APSILT. WHERE WATERWFMTR4TRW AESISTANCE IS REQUYiED Im 70p0KZ70 Edam l,TJ o111am B22ocETA W-1111 om-12 Ka-z aKam 7TE73oEFA cwra wma-vwSILL WNEWWATER WFlURAnONRESIS1X CEISNOT9132UIRM SEE NOTE 9 SHFET I b 17 ri 1:IT'1:.`R1y' NEJF T F:m 3>t mmmmE:7 omR[ 1rm iFid!•EiA NEVLgnN$ e aPlpN OAR /1PIIWm ADDED FIANCE AND FIN It6TAUATON t2/10/13 RL CHARTA YAW I- for SILL WHERE WATERWnL7RAT10NRESISTANCE 19 REQUIRED. MEMO- o:• a o m r Oa a KL*7EJ_E::JI0:9EIL7 CHARr$ 4 KIM 7.7rz'saL WHERE WATER 24MLTRATAW RESWrANCE RS NOT REMWEa Sff NOTE9 SHEa:r1 C.. 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TX 75008 ` r,•v\GE1VS:d i SERIES 420 SGD REINFORCED WITHOUT ADAPTER =*• o' ELEVATION - TATE OF _*_ 44= V.L. oa- o2z49 2 OF 1 8 m FR HEI 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 16 FOR NUMBER OF LOCATIONS REQUIRED 6' UkX r —{ V VAX 6' MAX T- 6' AX WE GMT 6' MAX SERIES 420 SGO REINFORCED WMHOUT ADAPTER AXTERIORV0V o!~SIGNPAESSwmTm GfPACrmnw 35.OPSF NONE N9ri12•IBrmu SEE CHARM Of AND 02 SHEET`2 FOR OTHER UNRBRATWGS DWIGNPRESSURERITWG IMPACr;MnW 25.01-28.6PSF NONE HQTH 1.1/P52L SW 0MUFFMQANDO4SHEET 2 FOR OTHER L^M RAPNGS av ocscw NON I ONE I AWMAD A I ADDED FLANGE AND nN INSTALLATION 1 12/10/13 IR.L. CHARrf6 Rambv.F*pcbef l*=MNwiWnlnd grab aTObllUtW1111M1 Awl 7OAI J•A QO 1 ARO YAW ( rJ 10AI no so ecD Has J p a Nis i*&* ms$ Jamb NLs JYmO 14D 0 5 0 0 e 6 6 eeo 5 e 6 6 6 e ea• a e 6 e e e e 5 3/8' -- i 2' 21/32' SILL AL UMWUM 6083••T5.055 THICK 5 3/8' 1 1/2• 1 i/2' SILL AUJMWUAI 6069•T5.055 THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, x 96" FIN ELEVATION V.L. 1 08-02249 M" NTS e''E 10/30/13 IOW3 OF 10 AW-TAVO Fm'l 1/2- MIN. EDGE OISTANCE 1 3/8' MIN. WOOD FRAMING EMS ENT OR 2X BUCK BY OTHERS MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR LLU UA INTERIOR VER77CAL CROSS SECTION WOOD FRAMINO OR 2X BUCK /NSTAIIATION NOTES 1. INTERIOR AND DCT MR F/MSNFS BYOTN9:S, MOT SNOKW FOR CLARITY. 2 PERIMETERAA0 JO0VrSEALANT BYOTHERS TO BE DE11OWD GVACCORDANCE N9TNAST74E "12 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT DEC", ONTE I A N M ADDED FLANGE AND FIN INSTALATKIN 12/10/13 1 RA. 1 3/6- MIN. EMBEDMENT 1/4' MAX r SHIM SPACE I INTERIOR 1/2' MIN. EDGE OISfANCE I• a 10 WOOD EXTEI SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2K BUCK "IDW FRAMING OR 2K BUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z 96" FRAME INSTALLATION DETAILS moat we na V.L 08-02249 wAE NTS IGm 10/30/13 IwmT4 OF 10 J ;pElY6F;'9u av rnsavnox wn armovm A Amm nmm ANo FIN W mixnox 12/10/13 F-L 1 /4' MAX. METAL SHIM SPACE STRUCTURE BY OTHERS T 1/4' MAX SHIM SPACE 10 SMS OR SELF DRILLING 7- INTERIOR SCREW 7/8' MIN. EDGE OISTANCE 1_El EXTERIOR INTERIOR a SI L TO BE SET IN A BID OF VULXE)A IIS 10 SMS OR CONS7iTUCT10N ADHESIVE SELF DRILLING OR EQUAL SCREWS 110 SMS OR METAL SELF DRILLING STRUCTURE EXTERIORSCREWSEESHEET3BYOTHERS FOR SILL OPTIONS METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE MBTAWTION VERTICAL CROSS SECT701V METAL $7RUOTURE MTAU.ATON MI WINDOWS AND DOORS LLC 1001 CROSBY ROLW.TCARROLLTON, TX 75006 J;C;EH SERIES 420 500 REINFORCED WITHOUT ADAPTER o z NOTES: 1.JNTERIORANDEXTERIORFINUSHESBY07NERS 96" x 96' FRAME INSTALLATION DETAILS 74D, ATE OF •v- t NOT SHOWN FOR CLARITY: ORTd c, 2PERUME7ERAND joIMSEvvffBvOVO4STOBE oaAm 08- 02249 A i S DESIQNWWAOCORDANCENRTHAS1ME2112IONAI `\\ a42NT5a" E 10130 13 5 OF 10 111111li 2 1 /2' MIN. EDGE DISTANCE a MIN. MENTTff- 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY X. BY OTHERS CE OPTIONAL iIBUCK 2 1/2' b M BE PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 P4 4 3/16' TAPCON 3/16' TAPCON CONCRETE/MASONRY BY OTHERS O(MRIOR INTERIOR SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESIVE OR EOUAL 3/16' TAPCON MASONRY/ SEE SHEET 3 FOR SILL OPTIONS OPTIONAL 1X BUCK TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 A 1 1/4" MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCReTEA44SONRYINSTAlL4TION ocslmPnw+ are Arnnvm AWED FIANCE AND FIN USSTALLATM I 12/10/13 IR.L 1/4' MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETFiIUASONRYWSTAUATOV NOTE 1. WTSWRAND DCIEIVOR AN6HES, HYOTNERS NOT SHOWN FOR CLART7Y. 2 PERMEIERANDJOUITSEAVNr6YOTHERS TO SE DESIGNED BI ACCORDANCE WTTHASTA4E2I12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 79006 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' r 96' FRAME INSTALLATION DETAILS MSRL an N& R L 1 08-02249 NTS — 10/30/13 —6 OF 10 R t Ix ATE IF '_402: WOOD FRAMING OR 2X BUCK BY OTHERS f10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT SHIM SPACE f10 WOOD SCREWS INTERIOR SILL TO BE SET IN A BED OF VUU(EM 116 CONSTRUCTION ADHESNE OR EQUAL SEE SHEET 3 FOR SILL OPTIONS VER77CAL CROSS SECTION WOOD FRANINO OR PX 8"WSTAUATTON NOTES: 1. A4H4IORAND EXTERIOR FMHES, BYOTNERS, NOT SNOWN FOR C AR?1: 2 PERfMETBT ANDJGUVT S&,LANT BYOTNEAS TUBE DESIaNEDINAOCOFWNCEW THASTM22112 I_ 1 3/8' MIN. EMBEDMENT ROGM av ovcwna+ M1E uv1 m A ADDED FLANCE AND FIN INSEMLAMN 12/10/13 0.L J 1/4' MM. SHIM SPACE T INTERIOR 1 3/8' MIN. / r3EDGEDISTANCE I 15031R== 10 WOOD SCREWS EXTERIOR W000 FRAMING WDJAMB INSTALLAT70N DETAIL OR 2X BUCK ODFR4MWOOR2X8UCKW8TALLA77OV BY OTHERS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 mow. SERIES 420 SGD REINFORCED WTTHOVT ADAPTER 96' z 96' FLANGE INSTALLATION DETAILS OIUN7c D11B N0. V.L 08-02249 A NTS °ice 10/30/13 -"'w7 OF 11 METAL STRUCTURE BY OTHERS f10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR SET IN WLKEM 113 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VE7RT7C4L CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: f. IMERIORAND EtT6UOR FWlSHES. 8Y O7NER% NOTSNOWNFORCLIRII): 2 PERIMETERANOJOINT SEALANT BY OTHERS TO BE DEVONED WACCORDANCE WMfASTW EH12 Ar wrw Ip41g AP/pOVm A I ADDED FLANGE AND FIN 0WAUAYR N 17,/10/13 RL 1/4• MAX. SHIM SPACE T- 7/8MIN r INTERIOR EDGE DISTANCE— III IIIItI 110 SIAS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS k— EXTERIOR JAMB INSTALLA770N DETAIL METAL STRUCTUREINSTAUATTON Ill WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 95" x 96" FLANGE INSTALLATION DETAILS V. L 08-02249 sc" NTS — 10/30/13 —8 OF 10 2 1/2- MIN. EDGE DISTANCE 1 '• 1 1/4" MIN. 5 EMBEDMENT CONCRETE/ . '• ; 7 MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL tx BUCK --f TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR Uj LL11 INTERIOR LSILL TO BE SET It A BED OF VULKEM 115 CONSTRUCTION ADHESIVE 3/16- TAPCON OR EOUAL SEE SHEEP 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS t • f, 1 1/4" MIN. a'• . EMBEDMENT 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION C0Ar.RET0i4SONRYMSTAUATM 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 3/16- TAPCON CONCRETE/MASONRY BY OTHERS aftalpa pSC PIlOa oaf uvaovm ADDED FIANCE AND MW INSM AMN 12/1D/13 JPL IMArSHIMHIMSPACE JAMB INSTALLATION DETAIL OPTIOWIL 1X BUCK C0AI0P-ETEA(4SCIJ-JRYWSTALLAT*V TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIOR AND EXTERIOR FNISHES` SYOTHERS, NOTSHOWNFOR CLARITY. 2. PERINFTERAND JOWSEALAWHYOTHERS TO BE DESIGNED GI ACCORDANCE WTTNASTU E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS DPJM pre NJ a V. L 0_8_—OZ249 se lA NTS — 10/30/13 lowo OF 10 v •, p` G,, E N6 yR 4' r I WOOD FRAMING BY OTHERS 1 M1IN/ 4' EMBEDMENT 8 WOOD SCREW 7/16' MIN EDGE DISTANCE 1/4' MAX 1 SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMNG OR ZYSUCK LaSTALLATION 1 1/4' MIN. EMBEDMENT W000 EMBEDMEW000 SCREW FRAMING BY OTHERS 1/4' MAX. SHIM SPACE 7/16- MIN EDGE DISTANCE EXTERIOR 1111 11I1.IMFRIOR VERTICAL CROSS SECTION W0O0 FRAM" OR 2Y8UCKWSTALLATTON POR 6fu WSTALLAT ION SEE SHEETS I-. ocwwn+ as rvRovm ADDED FLANGE AND FIN INSTALLATION I2/10/13 IRL. 1 5/ 8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS HOOK STRIP - 1/4' MIN. J1 EMBEDMENTIXBUCK BY OTHERS. I BUCK TO BE PROPERLY SECURED 13IIII IIFFF 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION AUSONRYMONCRETE METAL STRUCTURE BY OTHERS INTERIOR TRIM TwM 1 3/ 8' MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 10 WOOD J10 SELF DRILLING SCREW SCREW ANEL DXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION NOOK STRIP INSTALLATION 2X BUCK4VOClD FRAMNG METAL S7RUC7UAE NOTss 1. 1NTERIORAND EXTERIOR FINISHES, 8YOTHERS, NOTSHOWNFOR CLARRY. 2 PSUAXIPRAND JOINT SEALANT BY07NERS TO BE DESIGNED 14ACCORDANCE MTHASTM E2112 MI WINDOWS AND DOORS LLC W.75006 N51RmmLp/ i GENd` d CARROLLTON, TX1001 RDSERIES620SOD REINFORCED WITHOUT ADAPTER 96" z 96" NAILFIN do HOOK INSTALLATION DETAILS Tspy pow: TA OFORl .OB-022 oc 1A 6` F sCUM 0NANTSQiue10/30/13 am 14, I/2' MIN. eN tttsz,DnlloN tM7E up vm EDGE DISTANCE A AOOm CKAMg 03/05/12 Rd. B REVGM PEA W& TENNC I to/13/13 1L1. 1 3/8' MIN. C ADDED FLANGE INgAUAT1ON8 1 12/06/13 R.L. WOOD FRAMING EM97MENf OR 2X BUCK BY OTHERS 1 3/8' MIN. 1/4' MAX. 1/4, EMBEDMENT r SHIN SPACE MAX. SHIM INTERIORSPACE 10 WOOD 1/2" MIN. SCREW EDGE DISTANCE EXTERIOR INTERIOR 110 WOOD SCREW a TO BE SET IN l10 W000 m OF WLKEM 118SCREWA%kA STRUCTION ADHESIVEEQUAL SEE SHEET 2EXTERIOR FOR SILL OPTIONSWOODFRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCK wOODfi4iARNf'A4zXBUCK INSTALCATION BY OTHERS 1 3/ 8- MIN. EMBEDMENT VERTICAL CROSS SECTION WOW FRANM0RZX8U0KWTAUAMW IILI0.s MI WINDOWS cRaseoS LLCn. CARROLLTON. TX 75006 SERIES 430/ 440 XIX SGD th• ROTES 143' x 96" REINFORCEDE N ARMISNESBYOTNERS, FRAME INSTALLATION DETAILS TAT OFIG uuwe Onona1ILVEDMAfl CEwmr OTMMTOBE08- 00 03 C trw [ aaE /> NA `11 NTS D223/09 3 OF 9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL GROSS SECTION ATETAL STRUCTURE OVSTALLATTQN NOTES: I.CM5RIORANDO 9110RRNL HEASYO"M:M NOT SHO1W FOR CLARfIY. 2 PERTAETERANDJOPIT SEALAlYT 8YOTHERS TO BE DESIGNED INACCOROANCEVMAS71W E2112 1 /4' MAX. SHIM SPACE 10 SMS OR SELF ORIWNG SCREW INTERIOR l 1' MIN. DISTANCE 10 SMS OR SELF O EWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1/4' MAX. rSHIM SPACE INTERIOR EXTERIOR ftDoo 5 4w oEsmra. w,e APPRXe0 A AOOM CNNTTS 03/06/12 R.L B MMSED PER NEW TESTING 10/13/13 R.L. C ADOED FLANGE INSTALlOONS 12/06/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE /NSTAUlATICW Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 4.30/"0 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS TAUM1t OAF m F.A. 1 08-00503 wAw NTS I °TOE 02/23/09 ISHUT4 OF 9 v ,ytCENB;gd 2 1 /2E MIN. EDGE OISTANCE 1 1/4- MIN. Reds" ITV 0Dmipmn *Avg Nr+EOVm A ADDED CHARTS 03/05/12 ILL. 6 REVISED PER NEW TESNIG 10/15/13 RJ.. C ADDED FIANCE WSEALATIONS 12/05/13 R.L EMBEDMENT 1 1/4E MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE CONCRETE/ MASONRYY BY OTHERS 2 1/2' MIN. OPTIONAL IX BUCK EDGE DISTANCE INTERIOR aTOBE1/V MAX. PROPERLY SECURED SHIM SPACE 3/16- TAPCON 1 SEE NOTE ISHEET a3/16E TAPCON CONCRETE/MASONRY By OTH EXTERIOR WrD4IOR SILL TO BE SET IN EXTERIOR CID A BED OF VUU(EM 116 3/16- TAPCON CONSTRUCTION ADHESIVE OR EQUAL AM8 INSTALLATION DETAIL SEE SHEET 2 OPTIONAL 1X BUCK 0ONCRE`r&MIS0NRYIN57ALLATTg1 FOR SILL OPTIONS TO BBEEPPROPERLY MASSECU CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS T t MIN. MOTES` 1.flffM0RAND0ffF710RRN1SHES.5Y0THER4 EMBEDMENT M7T SHOYM FGR CLARITY. y ':, • • P-PERR&-MANDJOWTSEALANTVYOTMWSTOBEr .. OESXL%WAdACCOROWCEWI7HASTMSLf12 VERTICAL CROSS SECTION CONCRE EWSONRYINSTALLATION 2 1/2- MIN. EDGE DISTANCE MI WINDOWS AND DOORS LLC I1,'t0/%,, CARROLLTONYXB75006 N •*\CENS9ds k SERIES430/440 AX SGO 113E 98E REINFORCED INSTALLATION FRAMENSTALLATTIONDETAILSA OF i0'e• E'g0 10;• `(tr itjjA111+\ F. A. mu" Na oeo 0"0503 V.49 ME. naa FITS 02/23/09 5 OF 9 r000 FRAMING OR 2X BUCK BY OTHERS 10 1YOOD SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. TEDGE DISTANCE MIN. FAIBEQMENi i/4' MAX SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOW FRAMM OR 2X BUCKbVSTALLATICN NOTES: 1. /Nr@LAORANO FJY/V?M RNlMiM BYOTM M NOT 90INW FOR CI ARITY. 2 PERRlII1Erm ANo jowrseALANrBY O71VERS TO BE VESOVEO VACCOROANCE VAMASTMEU12 SILL TO BE SET IN A BED OF VIILXEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS 1 3/8' MIN. SJBEOMENT Z- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING 1 OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE F.A. REV IION O/OE APRa.W A ADDED CHARTS W/06/12 Rl B RMED PER NEW TESIYIC 10/15/13 1 R.L. C ADDED FIANCE INVAJJ.AXO!G I 12/06/13 I R-L JAMS INSTALLATION OETAX WOOD FRAMING OR 2Y BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 4301"0 xlx SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS orra Io. 08-00503 METAL STRUCTIRE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE OR 7/8- MIN. LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 1/4" MAX. r SHIM SPACE F, INTERIOR mr4=143 REv I DATE A"ROeo A ADOID OW15 03/06/12 P-L B REVISL77 PER NEW TMNG 10/19/l3 ILL C ADDED FLANGE INSTAUAYIONS 12/06/13 RA. Wo SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 10 SMS OR OR EQUAL METAL SELF DRI NNGI STRUCTURE IN : i BY OTHERS EXTERIOR METAL SEE SHEET 2 STRUCTURE FOR SILL OPTIONS JAM8INSTALLATION DETAIL BY OTHERS ti i AfETAL STR1lCTURElNSTALlAT1QV VERTICAL CROSS SEcnON AWrAL STRUCTURE PlSTAL L4TICN NOTES 1. /NTERIORANO ER7ERIOR F/NISNES. SYOTHLf?A NOT SWKN FOR GAR%/ L PERIlWeMRANO JOINF SEALANT UYOTHERSYO EE DESTONED INACCORDANCEWTHASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS oItvx: aro Ma F.A, 08-00503 S= NTS lam 02/23/09 IVW7 OF 9 Ni4 jj. C'Ed CONCRETE/ - MASONRY BY OTHERS OPTIONAL - lx SUCK TO BE PROPERLY SECURED P NOTE 3 SHEET 1 2 1/2' MIN. EDGE DISTANCE 1 1 1/4" MIN. s : ' EMBEDMENT EXTERIOR 3/16' TAPCON -\ 1 /4' MU. SHIM SPACE 3/16- TAPCON INTERIOR 1 1/4" MIN. EMBEDMENT 2 1/2• MIN. EDGE DISTANCE 3/16- TAPCON CONCRETEAOSONRY BY OTHERS SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETE I BY OTHERS 1 1 1/4' MIN. EMBEDMENT VERTICAL CROSSSEC77ON 2 1/2' MIN. CDNCRETl5W$ONRYOV5TALIAl70N EDGE OISTANCE 1 /4' MAX. Ir SHIM SPACE OPTIONAL 1x BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 my oou®1mx aae urxoKO A AWED CKARTS 03/06/12 R.L 6 RDA= PER NEW TESTING 10/15/13 R.L C ADDED FLANGE WSrALIA1104 12/06/13 RL JAMB INSTALLATION DETAIL CONCRETEPMASONRY OVS'TALLATrCH NOTES? I. PRPRIOR ANO EXTERIOR FIA;SNES. SYOTNERS, Nor SHOWNFORCIARrrY. E PER6NET6RANDJOPlrSEALANrBYOTNERSTORE DESIONEDW ACCOW4 ICEW MASTFA EP112 Ir>I WINDOWS AND DOORS LLC lCp z CARROLLTON, TX 7 0ROSBY06 ptl v`v 6EN@,9d SERIES 430/"0 XIX SOD 143" x 96" REINFORCEDFLANGEA-TATiINSTALLATIONDETAILSIOF ; 4// llNA j11% oRAat or'c Na 06- 00503 C Suz = 9 sww NTS02/23/09 8 OF 9 1 5/8• MIN. EDGE GIST. TRIM INTERIOR MASONRY/CIONCRETE BY OTHERS HOOK STRIP -- 1 1 /4• MIN. EMBEDMENT IX BUCK BY OTHERS. 1X BUCK TO BE - PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLA7ON MSONRY)VONIXtETE INTERIOR TRIM 1 3/8• MIN. EMBEDMENT HOOK SCRIP 10 WOOD SCREW EXTERIOR PANEL INIFRLOCK HOOK STRIP INSTALLATION 2XBUCI0W000 FRAA6M CcAsom aoamnm, we .cvlovm ADDED CNNi1S 03/06/12 RL RCVISEO PER NEW 1FfiiWG 10/13/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF ORWNG F gill SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION MMEM STRUCTURE NOTES: 1. INTMq=AND EXTERIOR FLY &f= BYOTtIM NOT SNOWN FOR CLARRY. E PERMETERAND JOATCSEALAJYT SYOTHMS TO SE DEMONFOINAODOROANCE WTNASTM E2112 MI wlNDoww. ARas6°Ygops uc CARROLLTON, TX 75008 vo•R.ILoz//-. v, v CEK8E.4d1 D }} SERIES 430/440 XIX SGO 143" z REINFORCED HOOKOK INSTALLATION DETAILS ADO AT OF .1, Ora No. WCA08-00503 FSS'ORlO`2 ONAl11` as 9mNTS02/23/09 9. OF 9 6/9/2017 Florida Building Code Online it r Business & Professional r acts Home I Log In I user Registration I Hot Tapia I submit surcharge I Stats a Facts I Publications I FBC Stay I BUS Site Map I Links I search I Florida Product Approvalr & USER: Public User A+'.It Plnn Product Approval Menu > Pldduct or AoWicetlon Sean:h > Aoollcatlon List > Application Detail OFFICE OF THE FL 4 F1.15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/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 1. King, P.E. 0- Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 200S 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:iMoridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQMDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8a/o2fuCfc2MRiSC82w%3da/o3d 1/3 619/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/201S 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 Sldelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1S000 R2 H INST 15000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL ISOOO.I.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 1S000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes 171-15000 R2 H INST 15000.2.3df Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1S000.2 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 "]" 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 If INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 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 "1" 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 L5000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party,. Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.4.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "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:/llioridabLdiding.orglpr/pr app dll.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d°lo3d 213 619/20i7 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST ISOOO.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 "]" 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 FLISOOO R2 II INST 15000.6.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 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.6.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]' part number doors, which have been stained or painted within 6 months of Installation.) Dack Next Contact Lis :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BS&A87-1824 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 45S.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. mtat provide the Oeparment with an email address If they nave one. The emallt provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please clkk here . Product Approval Accepts: tw_ p Credit Card Safe hltps:/Rloridal111ildng.orglpr/pr app dtlaspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w°/g3d°kid 3l3 ECTEMOR 41 INTERIOR DOOR PANIWMTH DOOR PANEL EXTERIOR INTEIRIOR art td ZO DOOR PANEL Fiber Cla6zic TT - DOOR PANEL 1f2'GlJZ 1/2' MIN. cuss THK. 118- FFImo/ Gt TEMPERED GLASS a- 133SY MAX l PANMWIO1Ft 7.125 MAX D.LO. W DTM 1 r 2 4 SIDEUTE PANEL Smooth Star AIR SPACE 1 8• APERED GLASS 1/2• id1N. CLASS THY, 1/6. TEMPERED GLASS x _ eee e T - • , j as Qa E 1 btt nvlt 1 LNOR20NTAL CROW SECTION 4 StOMW PANEL 1 r2152' Z y q Mr PI,L CUP L1fE FFI E !1 PI LS71C LIP UTE FRAME EXiRt1OtD PVC 49 LOID SMC F---I—IOfT g1 Ili r C zyamr4L CROSS SECTION S10E711E PANEL 1 1. Spoaap for Ram ftn k #41 (file fmme acmwa) is as /d(ovr From the bottom up on abdex 6.51. with ( 7) more epacvd at 9.875' o c. then om (y oaews both tap and bottom at 2.125' 1n from each 42 SIOELRE i0P do BMW RAIL SIOa 6LANK S10E 57ILE wmar. fTNCtR J00fTE0 PONODtOSA PINE, SO-0.43 i1Nf7ER JOINtEB PONDEROSI PINE SGe0.43 40 t3 77 xVMINr REla i't r .` •4n d 99god C i 1pOyppr! t ••1 l• any oll. t. J. The afdelib k dhact set U1to the Jamb with (72) Rom 043 a Be x 2' pft wood screw. Thera are 13 4) at each wHJoaJ Jamb, from the top down at 16 13.5 ; 31. 48.5' k W. Thera are (2) at the 1-1/FAUN 21 18 Aecder at 4' from the outside comere of the EMAIL (1YP.) frame. There are (2) at the aft 4' from the o outside corners. J T'N HORQONTAL CROSS SECTION 7 a 48 1-1/4' Mft•L I 49 EMS. (TYP) 1SMN 17 13 6 45 Cow a 8 T r• a f- 1 S 70 AGT IA 36 cy34 Q y` 43 SEE NOTE 1 35 3 EXMIpB a, 21 aw 24 2 • 9 70 is i2 0J N.T.S OW eY JK 2 NORQOMAL GROSS SEcTTON 3 NORJ2ONTAL CROSS SECTION MUM CrS n, a FL-16000.3w 07718L o 12 ^ 0 y 1 1 ll fl llMULUON I I SHOWN FOR 1 II MASONRY D II REFERENCE fl 11 OPENING rrP, HEAD Sc JAMBS 1 SHOWN FOR 11 I REFERENCE If 2x BUC i IASTRAGAL II Q SHOWN FOR II m II I REFERENCE It wl II fl II II fl II w•!. I I 1 I I OOU E W/Sl2Ume BUCK ANCHORING MASONRY OPENING CONCRETEAr•CNOR NOTB I. ConcrLts onmorioamianr of the tmmds mWbeadAmfed to maQrtdn Rse mh . 2X BUCK edge dsttsnca to crsoompfnh. 2 ConcrwtoandKrkxx* nsnoledas7.4M.ONCBQ67'mratbeadAmledto mdntdn the min. edge didmee to mortarloktL addt(ond oonowe anch= may ben?qLftato ennm Me'N1AX ON CENlWddnen* n as not exceeded. 3 Coneyefe andsarta6le: rtw • TA CON 1 C I.i/r s A' QCO NLTRACO 1/d- 1.1/4- 1' d- a ss 1 OPENING TYP. HEAD 1 JAMBS 1 2x OUCK i ASTRAGAL fl SHOWN FOR gjREFERENCE i adbo z I C 1 II 7II HFORIISHOWN ll 49 REFERENCE II TYP. HEAD II JAMBS If II li II II II II II II JIIMULLION ae II SHOWN FOR II I1 REFERENCE II li II 11 II _ MASONRI OPENIN( 0 G C6O a s 0 02 4 12 aD N.T.S. h JK ' c ve LFS i 4w- a FL—i5000.3 9 a ItL law WAY ILT BOTTOM m6a LL+a 2j Y AK' V T1p. 27 TTP. TYP. 4S Ur Ug327 2 S 6 OJs t.tTt uw -1SREENOTE1 ASTRAGAL DETAIL L. aac 02,124112 b N.T.s.MI g 1. THE ASTRAGAL BOLT WAS A 3' THROW AT THE TOP co, as LFS d GrAmm N, yANDTHEBOTTOM. FL-15000.3 a aar 1 ar 12 9 THERMAITRU THERMA TRU DOORS WIN MDW4 rw. C=. ee" m. OM 4azi 7 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR N01"MPACr CIMEULN= 1. U* pnadmt lea been evaWaled atd kin oanplmioewih 6uMIGglonPMAJRmida OV Code Paq struct w mQ.4emCrgs; ttdlnV ihe'Fgglt V.I.* Huttlt.—z-will m. 2 tkorbld , A l m g d be -as Wed and spaced as tKnm on dend6 And%we4ftdr It to base mofedd shot) be beyond wal dmsft CrAxam 3. When wed h Vw V W ft pro&xtk-wdad la be pmfeefed wflh an WipacFneddant ooverb V Hwt oom ga vafi Sec$on 16?6 of the Fr — I. Wherttaed to areas aA 4de of the VM racitg iSwild bome debh proiwilon ft pmdudk rt tobeprolededwslhanhpodresistantcoveftlhotcomplm*ftb$edtonIWJ2of 5.1'a2r Ord fiomGlg casinlr:6otyaed+orUtV of the!" tadtcaha7 bs the suns asNtaf sfaowh fa2c buckmasoceymahudom 6. Site cwmOixu fh&dwk to t#orn ttm delalk of f s drowty mqu a UftrenOfteetttg am"* a6cwt od azomwormgalered weltHeet. 7.lfisproatoctdoes notmeetlhewriertrtRbotfonmquteon farlheIWWtme+itVwiltshot be nsbnged odyktmnhoblldble arena orathoWaWelocrabofspOected byon ovmbmlg or canopysuch thatftteangle between the edguofcaapyorosed»fad klessOwn 45 VMCFCDNMM SNFKi OISCtlFRON ns, d plef5wei6QenrJll nalN 2 detats h 3 dek3t 4 el dtl0$& of ma 6 Vm=l am seco s 6 pms 7 Horn d+ xs 3 rwcfc 9 f1IDne 10 Franeatdtodrg tl 12 1mm 6G a 2 SeE t» nt Wl S"w 6 s DOUSI N/5n7E1 ' IP6WIN6 U±!!P O)m J73fr' MAX n h-7 L 1 ry ti-':_;- EM MV& 'A'/ SHW 6 S 5 FL ISOOQ4 " a sR -L a iz p IA 56 EXTVUOR 54 lk, 3dWMAX DOOR WERIOR m PAMELWMTH 0 G. H I flosmomm CROW am,, V DOOR PANEL k 4.W 0" lzw EXMIOR -IERI-OR qa LATC SYM) 2v. L JA DOOR PAN Smooth Star isw 0 02/24/12 56 RSI L VMnCAL CROSS SEcno(4 Sub MT.% SM0177—STAR) rAft) OOOR PANEL Mr. we JK OR an Lrs ou FL-15000.4 ow Z V 12 S Sz 41WZ38 38 a ij r° et OvToz12 E913 V it it , 17 17 aj1 a• •... a st a T a 26 422p3id t v; =/ F ri• SEE NOTE 2 SEE NODE 1 20 go JOB i : t+. a TPB Jt 61GS y:. SFF r 7S NOTE 2 i f(Y4746 46 w •^ SEE NOTE 2 IA 47 VVMCAL CROSS SECITON t t• Shown w/1x aub-buz 28 d• z,kV 40 fr". 42 19 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 19 13 SEE OESM PRESSURE CNARTJ 3 30 3 14 J1 1 14 13 4 SEE NOTE 1` e •: e :. ;... 1 . '• ' 1. Tho ddoUto b dVWt aet Into the jamb with (12) Item /43 /8 2' Them (4) 4 r• a i y. a x pft wood sorer. am at each vertfool Jamb, from the top down at 13- 12 gr , 17 31', 48.5' Q 661. Them are (2) at the header at NTS 94' from the otrbide comers of the from*. there are 2) J13 a f8 x 2-1/2' pfh, wood screw at the oxz ec JK W, 4' from the outsfde eamem c, ea LF5 dO FL-15000.4 u 7 VVMCAL CROSS SEMON 2 YUMCAL CROSS SEC110N 2. OPM94L SURFACE BOLTS ON ACTIVE PANEL 5 5 SEE DESIGN PRESSURE MUM 5 or 12 IQlow t% 38 e FZ @tQB SEE 14M 1 i 1. The s d* is hs direct sat Wo the Jamb eith (12) Item fu a ¢8 is 2' pfh• Wood a i mw. 7hers ere (4) at oath vertrect jornb6 from the top dofm of 135, M", 4a..5' h ee. Them ors (2) at the header ACM at 4' tlam tM o°tilde comem of the troree. these we (2) 113 a IS s 2-1/2' h ;E!, m a MirT'4 <)+;' p1h, woad cute at the @A 4' from the FFofrlsieeoomera. 3i WTMOR 41 219 44 MAX k 35 17 78 OPTIOILIL SURFACE 00t.7S ON AC71VE PANEL 1•VPWL 9& ("J SEE OESIGN PRESSURE CHW * Ad IDS 3 HOm wvrAL CROSS SEcwN 6 I 22 aO.I,rw 39 GS NK 24 4J SEE NOTE 1 27 8 7 33 W,cmE Q ACTNC TO C1 R S. .3 A i `1.j.4 a s v 1J Imm 4 K 38 0 9 to 37 48 oases 02 4 12 g Arm= talc N.TS. re am eh WX Co. d1HOWONTALCROSSSECTION2HORIZONTALCROSSSECnONMULFS F1r15000.4 06tl LaJL 0 z II 38KAWIII 11 OP84LNG II Tom• HEAD II JAMBSII 1 ASTRAGAL II II SHOWN FOR1 11REFERENCE II 1 II2XBUCKII1II IN-MULUON 1 MULLJON- 11 II 94OWN FOR 1 SHOWN FOR II II REFERENCE 1 REFERENCE 11 w ll 1 II ra 11 1 II II 1 II DOUBLE DOOR W/SIOFLR'ES BUCK ANCHORING MASONRY 2x o jcw'iEiEdNCXOR 11 1. Concretearlorww aRonatthe camsmaybeoclkmWfomditchthe mh edge dbtcme fo moda ldntL 2Cone toovhorb. F"noted10'MAXONa"WmolboWArsfedto nx nVn Uw mb. edge d Mance to morhor)ohk addlibnal conaofe andeors may be mg4ed to enmm fhe A AX ON C94W dhmabn cm not oaeeded 3 Concrete aneha tcV& rx a irn:: - t TN;AtuN r k s Akitdi TAmPCOH° 1/ 4- 1J/4' T V ELCO UITMCON 1/ 4- 1-T/4- r P 2x n II 7 II n II KEAEI BS II II II\ n II MULLION I1 II SHOWN FOR II I I REFERENCE 1 II I e O1 5I IMULLIONIIIISHOWN FOR II n e II R MENCE II II II II II II II wit NC. O a TYP. HERO k JAMI S I ASPRAGALSH0WN FOR A c 1 REFERENCE 9 = $ 3 1 a 1 Z 1 1 m 1 m vw. DOL9L ODOR BUCK ANCHORINGI I FL- 1 mom* I THES& (2) ANCHORS REO'D ONLY WHEN OP > 47 PSF WAZONRY- tJ w anal g—K=" 1KSONRY-j ri w/7x elJh? OPENING OPENING- 1 ar w x Buac w Yfx IATGI %8" SDLL FRAME FRAME-,..TYP. HEAD RJWaSHM TYP. JAMBS O BUG( i: SUCK 2X BUCK SEE DETAIL •1' SEE OF ,VL SEE 4' DETAIL 3' TYP. SILL i4 L.: rm. SAL 14 qr Jq rrr: rq Ifs CONCRETEANCNOR NO1F3: 1. Concate oncharbcal m at fhe carnos maybe chided to mabdth themhL edge dWove tomo crjoh & 2. Chwhov.lo anrlto bcaWnt noted dt %" ON CENIFRr mustbe ooWW to mcdah+the mK odgo dWa=e tomoRarlohlb6 oddl6ond cxnaete ondm maybe JeglOed to erwo the Tv X bN Cff4W c0norabn am not anceedod Conceteandrort bk, ITW TAPCON• rAPCON. 3/1b• 1.1/c T GODSYINSTALLATIONNOTEk d&bnc:p-JL I'nr- macho ofI. Mandah a m7hhnum S/8' adpe dfifialos,l 61hd woodrvewt fo prevenHta tpPft ctwood• 1. r SEE DETAIL s VIEW •C•.-'L "'-"- - = (— A. VEW 1 -W 9NC-LE DOOR w/SIDEUTS 13 49 JO 30 IN/2X SUCKNSSTALLATION 1 O f 31 13BUCK It STALUTION 10 DETAIL •27 10 ASTRAGAL 3: SURFACE BOLT STRDCE PLATES 6 HEAD 10 DETAIL 'S13 t 3f 13 o 0 30 DETAIL ' 1' DErA1L s' SURFACE BOLT STRIKE PLATE THRESHOLD i • k " a ri fJ1111111 1 fA A Ila, a a o a o n ho 02 4 12 = oc N.T.S. r. to JK a IL nn k" t Mu FL- 150W.4 a mgha n 0 I MASONRY j OPENING SEE DETAIL V MAL ^J VIEW 'B =`9' B- ---J ;,,. DOUBLE ODOR CONCRETPAKCHORNOTB: T. Conaefe andwrl calbrsc at OIe comers may be cd(usted to malltdn tie mAL edge difonce to marfwJoilts 2. Corte anehorKONCS IWmustbeadlatedto mdnN1A The mh edge dtctanee to moRorWZ add'Banalcorlaate anchors may berequled to en we the MAK ON C&41WdhmrA= aro not li=seded. 3. Canoefeanchortoble: ITW TAPCONe 1/4, 1-T/4. r 4• 11 urcoN' 3/1P 1-1/4' T 1-1(P 3t71RYNVALLATION NOTES" r? Ifevfr.. 1' end entri •_ t V— ersf.. M emBtLruunsra-edee l.M Wood ZC il' s 1 J w/2X BUCK WSTALlATION MASONRY, OPENING w 1x Ma TM NEW 4:. M1®S 6SFRAME 2X BUCK U6 OSE6 DETAIL t^ TYP. SILL f/ 44 45 0 30 w/ 2X BUCK 13 0 31 INSTALLATION31 Bu- K INSTALLATION 48 RETAIL - 2' 6 ASTRAGAL & SURFACE BOLT STRIKE PLATES ® HEAD e 31 J1 o _ o mu 0 2-412 30 o JO 6=6 N.T-& as om I" DETAIL '1' CW m LFS SURFACE BOLT STRIKE PINE a wo O THRESHOLDfL-13000. 4 a 1 m l's i0'ti y a 9S1S oil `11 ` 33 o a Y So 1l.Elr lam Mdr la r 14M .0 r1 g v i l W y 27 TYP. 27 ` J TYP. TYP. 37S' 324 2. ISM 0.73 n7s wsr I -- SEE NOTE 1 v 4 0 84 DEWL we 0 4 12 i NOTE, =amN.r.& ' am on ,AC a I. THE Asm&cAL BOLT HIS A 3` THROW AT THE TOP ow- n LF9 3 AND THE BOTTOM Ru FL-17000C4 '- 1L 32 u amI amm"D11 IW&W r tlAS9C PANEL = vI M T1R famm or O UA- M! v!A 7w ta p 2tt)-.= MMNM u obaol-rRo .st s n s>saruss MKIErm DDOD f»1fP7R4fE FC WCH SME FC KW 576E SPO.Q 3 FC eam M low CVAPM Four 1R t s Lou a 4r , 1 NNa Mr TbX to MROOD SRFL I1 10.SOW0--_ JIoOO P51 OWL COo(Rt7E C01O ORlO W ADJOf017IXlurfilOfXFOORIOrowSNao 12 to x Er, MR HOOD sxw SIM fe r I 1 G Pm WO ZCFDP am 1 I-fAr or PFH Is SEEM vanow ROOr.oso zaRwEv va/n. 17 lax t <' Now l0 - 90UTItRC SDtES is F AMAW RWR1O low foamom IWOD 51RJTJudy gggm mm so -au loth dw Mmpam fm S044MX0L0 2J R{96[r OEN20li - S101f 2! w 0. UW UT RD>v>rER AIOoMIN EWC 5C D•KIM 22 0 x r-f laPOW ww 14m QfS641G DOOR 1fO110{I Sst2P WWR. IS. -Is x 1-J Ram SIM To SIMACE xv sm Am gm, 110. 2-1 SIM 32 1 OA%V TAPE -F VM- PlASTC LF 111E me 34 a FAPIASIICLFLizfineMR SIM BIAf4C J" For I{L>OO R 570011E SIDE SC.O.IJ 37 ro x 1- r M FFM Roan shun slm 36 1 l' , 2-0< FFR aW 0R IrW OD1107Erc SOW sm jo 1 , lf/'PRf 0710 u SIFB 4L am>ra sxtmw 6-1O x 1 1 PIASOrE'If SIM LOP r x 2' W PRl HOOD $CQW y7m J x J QWRR NOl1Ilp RRLE4 70—m mm 1 L x Ma 13771D iRL4 N{i Sim s N6 9aLT RS SIM p I 20 St r 9OIJ M I dO 00 gnm tlP CSWWr MWF SIM PM 1 4 r J-1 < RN m OSL710E SOiW 3S SS g::!!dSS1dfES7AE17 SLI.O.<! s a O] O 07 Sim--{ 2 WOW IRAUE FINGER JOINTED PONDEROS4 PME, S --0.43 c7sr T u- lit w 00 LL mai JO SURFACE BOLT SM9T PLATE l-125- M70 1 Q 8 INVIiNG DOOR 907TOM SWEEP VWX .080' fAAX WALL, 035' MR WALL sur—{ I . 0 1 1 o9m 02 24 12 11 soda M TS ore an JK i 15 sonom SO ow. w LFS 0.09' EXMUOED 14N1•L WALL woma NO, FL-IMM4 e R . W R W Buillfing Consultants, Inc. B Consulting and Engineering Services for the Btdtding industry C P.O. Box 23a Yaldco, FL 33595 Phonc 613.659.9197 Florida Datd of Pafesda al Bne(ntas GrdFlrats orAtuhmiadon No. 9213 Product Category Sub Category Manufacturer Product Name Therms-Tru Corporation labor Clesslo" / "Smooth Star' EktSwingingr Exterior Door 118 industrial Drive 810 tnewing w/and w/out 9ldelltse DoDoors Assemblies Edgerton, 00 43517 Fiberglass Door Phone (410)298-t740 PNon-Irn sot" Boops: This Is a Product Evalualion report issued by R W BuUdng Consultants, Inc. and Lyndon F. Schmidt, P. E- (System ID 9 1998) for Themta-Tru Corporation based on pule Chapter No. 61C320-3, Method 1 D otlhe State of f9odda Product Approval, Department of Business & Professional Regulation. RW Bullring Consultante and Lyndon F. Schmidt, P.B. do not have nor w81 acquire ilnandal interest In the company manufacturing or dlabibuffng the product or in any other entity Involved In the approval process of the product named herein. Lfmiladons: 1. This product has been evaluated and Is In compliance with the 6th Edition (2014) Florida Building Code (FBC) structural requirements including fhe'Hlgh Velocity Hurricane Zone* (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the °HVHZ" this product is required to be protected with an Impact resistant covering that compiles with Section 1628 of the FBC. 4. When used In areas outside of the "HVHZ° requiring wind borne debris protection this product Is required to be protected with an Impact resistant covering that compiles with Section 1600.12 of the FBC. S. For 2x stud framing construction, anchorhrg of these units shall be the same as that shown for 2x buck masonry construction. G. Site conditions that deviate from the details of drawing FL-15000.4 require further engineering analysis by a licensed engineer or registered architeot. 7. Inswing configurations do not meet 'tile water Infiltrrillon 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 or overhang to sill Is less than 46 degrees. 8. See drawing FL-16000.4 for size and design pressure fimltations. Sup offing Documents: 1 Test ReportTest Standard TEL 01460337-A,B,C ASTM 063543,ASTM D1929-96 ASTM D2843.99 TEL 01460336-A,B,C ASTM D636-03, ASTM 01928-96 ASTM 02843-99 8TTS00001 At3TM Q20-95 16427-1073W A9TM E84-00a AT187608.01.100-18 ASTM 01929-9e ETC 01-741-10701.0 TAS 202-04 ETC 01 741-10703.0 TAB 202-94 ETC 01-741-10593.0 TAS 202-94 TEL 06-1031-3 TAS M-94 TEL 06-1031-4 TAS 202.94 2. Drawing No- Prooared by No. FL 15000.4 RW Building Consultants, Inc. (CA #9813) S. Calculations Prepared by Anchoring RW Butiding Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certifloato of Pad ipatlon issued by National Accreditation and Managemef Institute, certifying that Therms Tru Corporation Is manu(actudng products within a quality assurance program that complies with ISOAEC 17020 and Qulde 63. Sheet 1 of 1 Teatinss Labofatory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P,E, Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories An:hliectur'al Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab ,Inc. Testing Evaluation Lab.,lno. 4*4(10 Y,;,•A t fw pj•ast(.4:•.•4r Ian Hicks, VP Operations William E. Rich, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. rr—erg& Seated by Lyndon F. Schmidt, P.E. 5tr F. Sohmldl, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43400 2/MIS IN CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: Z4'-51- Documented Construction Value: $ 5ct 23 Job Address: L4O 2.1P Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: L- 4LL-:,lc.cvi'- Me"lcl i Co. Plan Review Contact Person: ne,,t b4 bLQc[-e,— Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name 12 - V-4 P(La...,6cv,5 Phone: 2'Z Street: ` taoi (2-d Fax: (-E03- L City, State Zip: <i-( ct-r)c4o . FZ. 3L62-Y State License No.: ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E- mail: _ Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 56 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application J ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be d in the public records of this county, and there may be additional permits required from other governmental entities such as water agement 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. City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredin )rder to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in a rdance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, co dit will be applied to your permit fees when the permit is issued. VNEWS AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will done in compliance with all applicable laws regulating construction and zoning. Name of Date Signature of Conanew/Agent Date Print Contractor/Agent's Name of N4&y-smte of Florida Date 7/0 PAT SUSI A `; = M'i CA? CtIa-lS t FF 120904— t; EXPIRES: August 25, 201ii i',+xc?•• Bonded true tht;ur Patl!ic UaderoalM Agent is Personally Known to Me or do ersonally Known to Me or yd ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY is Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Type: Occupancy Use: Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: Construction: Electric - # of Amps Plumbing - # of Fixtures Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No ALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: June 30, 2015 Permit Application 9701 Bachman Road Established 1973r 3507 State Road 52 123 Miller Road www.RJKielty.com FL 34669 Valrico, FL 33594 '. Orlando, FL 32824 ty.com 727-863-5486 813.661.0707 407-855-2636 State License # CF-CMOS R.. KiELTY Page: IOF Proposal No: 717-13532 PLUMBING • HEATING - COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 $5,925.00WeProposeherebytofurnishmaterialandlabor -complete in accordance with specifications below for the Sum of: Payment to be made as follows: 40% Rough In 30% Top Out 30%Finish. NET 10 Oays 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 od only upon written orders. and iwill become an extra other narge over and above the ecessary assurance. Our stim is are agreements contingent upon strikes, acclden4s s beyond our control. Owner t/ J ' " il— /omado, a covered by worker's compensation insure AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DP We hereby submit specifi ons and estimates for. Master BaN Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve1Shower Gerber Maxwell 21-912 1.28 White Elongated1Toilet By Builder With Moen Chateau 64925 Chrome Faucet1Lav 2nd Bath Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve1Tub Gerber Maxwell 21-912 1.28 While Elongated1Toilet By Builder With Moen Chateau 64925 Chrome Faucet1Lav Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cons 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal •Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made , days. outlined above. I agree to pay reasonable feet omey's fres couch costs In the erievent will be al extra charge. monthly service charge of 1 112% will be added after y Y a DATE OF ACCEPTANCE & PAGE Branch: Hudson Last Edit By: Last Edit Date: 727/2017 F CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ _ -1 a LD Job Address: - + I Q- ;• . n Parcel ID: Historic District: Yes No Type of Work: Ne Addition Residential,[ Commercial Alteration Repair Demo Change of Use Move Description of Work: OA 0 Ci l n n - A Plan Review Contact Person: Phone: Fax: Email: Title: Name Property Owner InformationIJ f1V(1')Q, Phone: 4 L . Street: 1 DO I' DQlv -#] ?-q Resident of property? City, State Zip: n Contractor Information Name r t J.{'`,I 1G l- , 1 Phone: _ 4 Street: `TJ S cksof) {'I 0 1 4nCity, State Zip: V\, t. n I er-Ark Fax. _ ' r k r-1 3 78 State License No.: 3O - Architect/Engineer Information Name: Street: Phone: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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 hascommencedpriortotheissuanceoCapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 511 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 work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. all Signature of Owner/Agent Date Print Owtter/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ature of Conuaetor/Agent Date rint ontractor/Agent's Name Signature of P'otary41410 oIZ nda PAMELA S TMUS Commission # GG 110622 9 EVIres August 7, 2021 eonaea n v eutpet N&7 sarbn Contractor/Agent is Personally Known to Me or Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application v WYN BUL DIENG 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 users sole risk. I 9.3 I , LOT, 59 Q6 W i AREA = b I 7,151 ;S.F. t I 9.3 I N 27.9' I 1 LEGEND: ADUSSO-Access/Droinage/UhYUes/Sidewalk er /Sight Distance Easement PRM-Permanent Ref. Monument PCP -Permanent Control Point FP&L-Florida Power k tight FFE-Finish Floor Elevation Water Meter Book 04-water Valve , rq.-rage RVU:Reclaimed water Meter Dow Elevation ACM Reclaimed Water Volvo Cone. -Concrete Cable Box SP -Brick Paver Telephone Bo: SW -Sidewalk M-Eectric Box FIFE -Finished Floor Devotion fs-Utility Pale Cl Curb Inlet Guy Pole GTI-Grate Top Inlet P.U.E.-Public 9-Ughl Pole Utility Easement RCP Reinforced Cone. Pipe t--Cuy Anchor Ou_ Overhead Utilities PVC -Polyvinyl Chloride D-Storm Sewer Manhole NCS-No Comer Set (Falls in water) G-Sonitary Sewer Manhole SF -Square Feet ENMo-Deetrl_ Handhole D.U.E.-Oralnage/Utilky Easement COO -Clean Out FMGO-MAG NAIL k DISK AN1:4-Irrigation Control Valve P.K.- Parker Kolon Nail I' -Sign SIR -Set 1/2' Iron Rod L87768 wise -Cate Water Valve SPKD-Set P.K. k Disk L87768 Gas Meter FIR Found 1/2' Iron Rod L87768 r'.-Existinq Grade FlP-found 1 /2' Iron Pipe L87768 4 -Blow-oH Volvo FPKD-found P.K. Nail lk Disk L87768 ---.-Drainage Flow Direction FCM-Found 4'x4' Conerats Proposed Design Grade Monument PRM L87778 Aa-Built/ExiaUnq Grada Note: Some items in above leaen' may not be aoolieablel Order No. Setbacks: WYNDHA Seminole Front - Rear = 2 Side - 7. M PRESERVE - LOT 59 MFIC PURPOSE SURVEY ORMBOARD) YNDHAM PRESERVE LOT S9 P8 81, PG 93) TRACT'G PARK / kwL! KIOSK) 1 F3 03 E o 119.20' I A/C -PAD -- 58.0 PROPOSED I STORY RESIDENCE 4026 NIGHT HERON DRIVE N 1769 HAWKING ELEVATION - T n 5.3 GARAGE - RIGHT 3.0' FORMBOARD FFE= 28.01' "' 1 i ,--------------------------- a{ 119.18 j S469W I03V it LOT 60 Setbacks it construction p,ons for PRESERVE", I City of Sanford, ounty, Florida. SURVEYOR'S NOTES: 1. Current title infL.Uon on .Me Isubieet property had not been fumiahed to GsoPolnt Su'iveying, Inc. at the Una of this plot plan. 2. Roads, walla, al other similar items shown hereon was taken from anglneering plans and are subject to survey. 3. Elevations shown hereon are in Iflot and are referenced to the NATIONAL GEODETIC VERTICAL OA1UM OF 1929 (NGVD29). 4. Proposed grades rk finished' floor, elevations shown hereon ore from the construction plan for 'NYNDHAM PRESERVE% City of Sanford Seminole County,j Florida. 5 This Speelfic Purpose Survey is for the kx:atbn and Ii I I 1 1 I r Wo T PCP_4) rnN v MN_ DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT AREA CALCULATIONS LOT 7.151 SO.FT. LIVING AREA- 1.769 SO.FT. GARAGE 410 SO.FT. PORCH 43 SO.FT. DRIVEWAY - 532 SOFT. PATIO = 109 SOFT. WALKWAY - 40 SOFT. IMPERVIOUS- 35.4 X SOD - 4.617 SOFT. OFF LOT AREA CALCULATIONS R/W - 1.500 SO.FT. APRON - 114 SOFT. SIDEWALK - 300 SO.FT. SOD 246 SOFT. TOTAL AREA DRIVEWAY - 646 SO.FT. SIDEWALK - 340 SOFT. SOD 4.863 SO.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C_0765H" in Flood Zone *" slamtkin of Ma'fonnboords only li}ils IS NOT A BOUNDARY DESCRIPTION: LOT 59, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida 555 Winderley Place, Suite 109ThiscertifiesthatAysurveyofthehereondescribedpropertyMaitland, FL 32751wasmadeundermysupervisionandmeetstheStandardsof Practice got to, Survey.. a Mappers by esipp 5J,1r1 FloridaBoardofProfessfesslonal strottve Fax: 813) 248-2321) 266 code, pursuant 4E sq, f%2(O'M1or do Statutes. Licensed Business No LB 7768 g . / a. eNGeoPoint Surveying, Inc. J es D. ! ' br I I,Ipi ro RIDA PROFESS ' ^Pi. {. LS6915 Drawn: MTP Checked: JDL P.C.: Data Fle:tl W.East-Plot NOT VAUO WITHOCi, THE ORIGINAL Date:1/10/18 Dwg:BrhwW-ow Order No.: USED SEAL OFOAIFLORIDA. lSuRVFvea ANn MAP' I SEC. 17 - TWN.20 S. - RN& 31 E. I Field Rk: . I ' L. _ 1 _ - -- --- --- 0 rm•Sr -1 - S"l TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 FL, REPORT NO: NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT Wy AA,L--^ P t sJ...-. PROCTOR CONTRACTOR =.;,; . ,1, t 1 FI c 5 SPECIFICATION: REPORTED TO: OPT,MUM MOISTURE: i r % LOCATION: 3 le I MAXIMUM DRY DENSITY: MATERIAL: 5i. -J DATE TESTED: • , - I% 1 - LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OR MOISTURE. INCHES lbs. cu. R. lbs. cu. n. MAX. DENSITY PERCENT Submitted by, 0 CIVK61A liI&IziI Y BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / Documented Construction Value: S 4.344.00 Job Address: 4026 Night Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-0590 Residential X Commercial Type of Work: New O Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407- 886-3729 ext. 163 Fax: Email: arosenvAnkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 City, State Zip: Lake Mary, FL 32746 Name Energy Air Inc (Robert Kulp) Street: 5401 Enegry Air Ct City, State Zip: Orlando FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Resident of property? : NO Contractor Information Phone: 407- 886-3729 Fax: State License No.. CAC1816317 Arch itect/ Eng 1 neer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 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: 51" Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Namry•State of Florida Date A40 1/26/2018 Signature of Contractor/Agent Date Robert Name JLA—A 1 /26/2018 of Florida Date 40, p Notary Public State of Florida Arionna C Rosenwinkel MY ComrNasion GG 147038 ppd Expires IOM112021 Owner/Agent is Personally Known to Me or CoritractorTKgenits e s wn to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30.2015 Permit Application r WORK ORDER Inh #- 33311 Date: 8/2/2017 144674 Subdivision I Phase I Bld I UU Blk BILL TO: Starlight Homes - AWH Lot / Sub: W ndham Preserve 1 1 10591 4026 Night Heron DrADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1769 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pump R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st A Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty 1EAIPullsPermit: yes Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No fl## Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Ducl X Heat Recovery: X fan 80 cfm BF080 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.54 19.40 Rou hin 2.137.00 21.33 319.9504-Installation Labor 06-Piping Labor 6.38 108.38 Trim 2 137.00 14-Kitchen Vent Trim 1.048.8702-Material/Tax 1.339.7701-Equipment/Tax 80.00 Permit 70.0009-Permit/Other 1.17 14.77011-Delivery Labor 20-Pull Material Labor 2.34 29.55 Total Contract: 4 344.00 2.50 42.5012-Startup Labor Job M Ashton- Starlight Brisson Performed for. Lot 591769 TR Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 wwwtenergyair.com GRenner@energyaircom Scale: 1/8" = IT Page 1 RightSuite® Univenlat 2017 17.0.08 RSU17013 2017-Apr--24 16:62:57 dham PreservelLot 59 1769 TRrup Pe_r- n ; + JJ-, 1-7 - aco6 -7 BUILDING 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. I I I I I SIR I FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 59 P8 81, PG 93) TRACT G PARK / MAIL KIOSK) North boundary of Lot 1 f`%V 7 ----•--------------.__-------- 12.9' 000--------------- ------ iCO0 Q I 58.0 z O c C O t0 I I I 19.3 I• U z W O o , N I CONCRETE I DRIVEWAY I Q w I o I N N z w I LOT, 59 7,151 S F. F w > CD a N 5.3 I PORCH I 91) 0 o P4 25.31 O A/C PAD;` 9.3 n Oro 13.3 CONCRETE ,, SIDEWALK a a Z 127.9' 66.0 M I 25.31 I PRINCIPAL STRUCTURE I I wM SIR I SETBACK (Typ.) I n69 119. 18, s89•431031W llA i_ DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20• Side = 7.5' rcr —ruu- rqu1 mem LEGEND:ADUSSO-Access/Oroinoge/Utilities/SidewalkLB -Licensed uainesa BFP-Backflow Preventer Si 9ht Distance Easement S Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power & Light P -plot FFE -Finish Floor Elevation D.B. -Deed Book Water Meter O.R.-Official Records Book 04-Water Valve P.B. -Plat Book 10'-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk 13-Electric Box FFE -Finished Floor Elevation O-Utility Pole CI -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 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) D -Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole O.U.E. -Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAIL & DISK Xvt 4-Irrigation Control Valve P.K. -Parker Kolon Nail I' -Sign SIR -Set 1/2' Iron Rod L87768 WM-Gate Water Valve SPKO -Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 Existing Grade FlP -Found 1/2' Iron Pipe L87768 O -Blow-off Valve FPKO-Found P.K. Nail &Disk L87768 --_-Drainage Flow Direction FCM -Found 4"x4' Concrete 100..00 -Proposed Design Grade Monument PRM LB7778 110.21-As-Built/Existinq GradNote: Some items in above leaen may not be anolicablel 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. LOT 60 SURVEYOR'S NOTES: 1. Current title Information on the subject property had not been fumished 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. Devotions 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 plot 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 120'. 7. All boundary line dimensions are field measured unless otherwise noted. om z m m c L L LJ 0ase) M avi u4MY 0 b) J00mZ z vorn vc o mo a PCP u? v1 MN89' 43'03" E . PCP PREPARED FOR ASHTON WOODS 0 N II ty W U tn FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone " X" DESCRIPTION: PROPOSED LOT 59, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida Last Date of Field Survey: 4 5 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter SJ-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027. Florida Statutes. / GeoPoint Surveying, Inc. Tames D. LONAL S LS6915 pDate: n: RCA Checked:JDL P.C.: Data File:11rhsonEut-Plat ORIDA PROFESSIONAL SURVEYOR 6: MAPPER N0. ................ NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 4/ 9/18 Dwg:lt nEmt-tat% Order No.:;ED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 17 - TWN. 20 S. - RNG. 31 E. Field Bk: I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: Street: 4026 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 4026 Night Heron Dr (Lot 59) Jurisdiction: Cond. Floor Area: 1769 Cond. Volume: Envelope Leakage Test Results Regression Data• C: n: C:....r..... u. d.: o..:..1 re... r%-I- R: HOUSE PRESSURE FLOW: 1 50 Pa 1251 dm 2 0 Pa 0 cfm 3 0Pa Odm 4 0Pa 0dm 5 0 Pa 0 cfrn 6 Pa cfm V J / Vv 7- c t,1,5-7 STARLIGHT HOMES 16504 Leakage Characteristics CFM(50): 1251 ELA: 69 EgLA: 163 ACH: 4.55 SLA: .04 ACH(50) ' : 4.55 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed: S. Heating and 000ling 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. I I Signature: Printed Name: Dave Revelle Date: 04/19/2018 Digitally signed by Dave Revelle Date: 2018 04.27 09:58:49 EDT CN=Dave Revelle, O=TopBuild Home Services OU, EMAILADDRE S=dave.revelle Qtopbuild.com, C=US Testing shell be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing Tapaulld the opportunity to povlde the above serA eas for you Please feel free to COMM me wtlh any gwstlens. 10/2S2017 373273EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 4026 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number. Design Location: Jurisdiction: Duct Test Time: Post Construction nirrt I aakana Tagt Raqultq CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 40 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct System Sum lines 1-4 40 Leakage Divide by 1769 Crow Condldoned floor Anw) 0.0226 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. OIytNIIyy Uppnn d bpyy Oaw Ravage Oaie: 2018.04.2r09.58.47 EOT CN-Oavo Revelle, O-TopSulld Homo Services, OU, h1r E"ILAOORESS•deve.molls Rater Of Record: ®lepeulld wn, C-US Printed Name: Dave Revelle RESNET M 4311088 Date: 04/19/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building ORidel: Date: Thank you for allowing TopBuikl the opportunity to provide the above services for you. Please feel free to contact me with any questions. 373273EFL RESNET Home Energy Rating Standard Disclosure For home located at: Lot 59 4026 Night Heron Dr, Sanford, FL 32771 City: Sanford 1. X The Rater or Raters employer is receiving a fee for providing the rating on this home. State: FL 2. X In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself r D. Training for sales or construction personnel E. Other (specify below) 3. The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Raters employer is a supplier or installer of products, which may include: WAC Systems Thermal Insulation Systems Air sealing of envelope or dud systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Instaged In Rater Rater Rater Rater Rater Rater Rater this home by: Employer Employer Employer Employer Employer Employer Employer OR Is in the Rater Rater Rater Rater Rater Rater Rater bush*= of Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standarda/RESNET Mortgage_lndustry_National HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Raters Printed Name 1 r Raters Signature RESNET #: 4311088 Certification N April 19, 2018 Date RESNET Forth 0300-2 REM/Rate - Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 373273EFL ENVIRONMENTS FOR i % o!i SITE ID: a7a2Ta LOT: 60 BLOCK HOUSE 4= STREET: NIGHT HERON OR CRY: SANFORD STATE -FL ZTP: a2T71 COUNTY: SEMINOLE ACOOUNM 90WTAFL BUILDER: STARUGHT HOMER SUBOMSION: WfNDHAM PRESERVE COMMUNITY: WA PLAN: INCONPLET IM HAWIONG PROGRAM: HERBI100% TESTER: EFL IECC: 2000 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 4026 NIGHT HERON DR. SANFORD. FL a2771 TEST: BLOWER DOOR RESULT. PASS TESTER: Doo Rovela DATE OY/B201S t. N.; a':+3?I'ii;-ir,:?H`+ i r-' k'ettla•{° `I Sr.',.«IT!°I,i +1•{{.`K; 5.1 Ads Access Panty skated and lose x 32 Attic dm~ Stale (ftilly gaskated and lnsuWtOQ 7 x SA Recessed LighlIng FDmlres OCAT labeled grid ssaled to d x WASA oIaAaAOe Fan (insulated skated to ono x 7.3 Frew alrventhdon Installed pot pnlmm speca I x Bkawer0oor Room Pressure Ted Md Bdrm 0 B*m 2 0 9onn a 0 Bdrm 6 0 Rm 1 0 Rma 0 O61w 0 Bdim 4 0 Rm2 0 CO Dababre EnwW Boa Gua66ad EMdn0 LWdhv P~ 60 or s O1 HaMwked LWO Mud Be CFL Or LED Low flow Fauods. Tobb eb7 TMmwbf! x CwMW Green P opw LwrM Ra*Am Vbud baI A MAAAAIIaak al Item: , Y Looll600`" WklroliirerNamo' Modd SYSTEM I WATER HEATER GARAGE AO SMITH ENT 60110 SYSTEM 2 WATER HEATER SYSTEM a WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR UN OUTSIDE CARRIER CH14NO030 SYSTEM 1 HVAC INDOOR COIL SYSTEM I NVACAM (HEAT PUM INTERIOR CARRIER FS4CNP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM HVACAHU (HEAT PUM SYSTEM a FURNACE SYSTEM a HVAC OUTDOOR UNIT SYSTEM a HVAC INDOOR COIL SYSTEM HVACAHU (HEAT PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (NEAT PUM Al All Nun Aioor-InfUT wo r-^•'BUII.DINGONARACTERISTICi' • A ASOESIGN-VALUE21 M T+V O 0OFBEOROOMS RE NA NA CEILING FLAT REM NA NA SEALED ATTIC(REM) NA NA VAULTED CEILING(REM) NA NA FOUNDATION WALLS E NA NA EXPOSED FLOOR E NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM HA NA DUCT RETURN R•VALUE REM NA NA TEST: SLOWER DOOR RESULT: PADS TESTER Don Rmb DATE: 04119MB RUILdNe BPECIfItATIONB BUILDING OIMRAC1111UST i AS DESIGN • VALUES AS BUILT -VALUER OOIMAENT PROGRAMMABLE THERMOSTATS PRI YES WATER HEATER TYPE PRI WATER HEATER FUEL TYPE RI WATER HEATER SIZE. EFFICIENCY 3 LOCATION RI INFILTRATION HOUSE LKG ACH E NA H :1.66 •4.33 ACH 41150 Puaob FRESH AIR VENTILATION TYPE PRI VENTILATION FAN MANUFACTURER E NA NA VENTILATION FAN MODEL •(REM) HA NA VENTILATION FLOW REQUIRED RE NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION • OF FANS REM NA NA VENTILATION TIME -HRSIDAYSPECIFIEO E NA NA VENTILATION TIME SET SY HVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'8 RI INTERIOR % OF CFVS PRI DISHWASHER RI REFRIGERATOR PRI FOUNDATION TYPE PRI SLAB TYPE RI SLAB AREA RI SLAB DEPTH PRI SLAB FULL PERIMETER RI SLAB GRADE PRI FLOW RING PRI HEATING E NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA INA TEST: DUCT BLASTER RESULT•. PASS TESTER: DMRftMb DATE: 0610=6 TOTAL CONDITIONED FLOOR AREA 0 1.769 CFA 80 DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 BO FT. SERVED (CFA) 0 1.703 POST CONSTRUCTION SYSTEM I DUCT LEAKAGE TO OUTSIDE 0 142 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 40 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE IMNAtOAI 220% CFM25) TARGET (CFIQO) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 212 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF NMI% 000% CFM26) TARGET (CFM20) ACTUAL CFA) ACTUAL SYSTEM 2 80 FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE BYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM2 TARGET 0 0 ( CFY20 ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAK44E (% OF CFM26) TARGET 0 0 ( CFIM ACTUAL CFA) ACTUAL SYSTEM 3 BO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OLrMDE CFM25) TARGET 0 0 (CFM26) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE BYSTEM3TOTAL DUCT LEAK44E(%OF CFM26) TARGET (CFY23) ACTUAL CFN ACTUAL 8Y8TEM 4 80 FT. SERVED (CFN 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE I= SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM26) TARGET (CFM26) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE M SYSTEM 4 TOTAL DUCT LEAKAGE(% OF CFM21) TARGET (CFM26) ACTUAL CFA) ACTUAL