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3715 Saltmarsh Lp 18-935; NEW SFH
8-q'-s' COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000125 BUILDING PERMIT NUMBER: 18-10000125 DATE: February 16, 2018 UNIT ADDRESS: SALTMARSH LOOP 3716 17-20-31-502-0000-0020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 2 SFR FEE BENEFIT RATE UNIT TYPE _ -- DIST SCHED - RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/A 1.000 dwl unit 705.00 Single Fa ily Housing .00 FIRE 1.000 dwl unit 00RESCUE LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHQOLS CO -WIDE ORD 1.000 dwl unit 54.00 PARKSSSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESEETOF RULESEGOVERNINGSAPPEALS THE MAYNTYBE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE YEIOENEY OTHRPNLSHOULD REFERENCE THCOTYULDINGPRMTNUMBERATETOEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE FEB I I f3l 17G CITY OF SANFORD 61'--BUILDING8FIRE PREVENTION PERMIT APPLICATION Application No: A-935 Documented Construction Value: S 9009!P D 21 19 Job Address: 3-1 110++rY ars1- n , n4o d Historic District: Yes No Parcel ID: 17-20-31-502-0000- ooa„p Wyndham Preserve Lot a Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: Address: NA Fax: E-mail: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO-MMENCEMENT. 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 mast be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 20IS Permit Application DL NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found -in the public records of this county, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3VA-, Q -)l- 1a, -18 Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name a044', Signature of No -State of Florida 0 Date s Y Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA y L'ao Comm# GG113111 31cpires 6121 /2021 Contractor/ Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building n Electrical a Mechanical & Plumbing© Gas[] Roof Construction Type: N PS Occupancy Use: Flood Zone: A• i rac tE'i Total Sq Ft of Bldg: 21 1 J Min. Occupancy Load: l # of Stories: 2. New Construction: Electric - # of Amps /!2 Plumbing - # of Fixtures 1. % Fire Sprinkler Permit: Yes No E # of Heads APPROVALS: ZONING: 3 l&8 UTILITIES: ENGINEERING: Yy%-L C. 3 - I - 2615 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 23. 6 *lo n" `P. 1k, 05 Endeavor- T, GL Fire Alarm Permit: Yes No R WASTE WATER: BUILDING: 15E3 2e • (8 Revised: June 30, 2015._ _ _ _ _ _ _ Permit Application THIS INSTRUMENT PREPARED BY: Aivi L-GLCL `J 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: GRANT 11ALOYP SEMINOL.E COUNTY CLERK OF CIRCUIT COURT tt COMPTROLLER BY, 9074. Pg 1261 (1F'35) CLERK'S Y 2018016837 RECORDED 02/13/2018 10:59:03 AM RECORDING FEES $10.00 RECORDED BY hd:,-vore Parcel ID Number. 17-20-31-502-0000- 00ay0 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) 11Llyndham Preserve. PB 81 Pas 93-102, Lot A Address: 3-1 t co mat+nnara 1-, -ec Z4r*,11-d r-L. 3-A%173 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 notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llenors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless 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 penald f perjury, I declare that 1 have read the foregoing and that the facts stated In it are true to the bes f y nowledge and belief. s Slgnaaue Owners Printed Name Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be pennllted to sign In his or her stead' State of -FL-County of The foregoln Instrumefnt was acknowledged before me this day of r by C 1 C Q e ` &X`1dgtc . Who Is personally known to me Name or person making statement OR who has produced identification type of identification produced: Shayne Mangel NOTARY PUBLIC 9 STATE OF FLORIDA Comm# GG113111 NotM Signature Nc Expires 6/21/2021 FBBI CITY OF SANFORD ijk'--BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: " 3 Documented Construction Value: S 1'!~ 3 1p 910 Job Address: +ry-,arst, -oov , wr d .Historic District: Yes No Parcel ID: 17-20-31-502-0000-06a o Wyndham Preserve Lot a 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? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itectlEng ineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO\NI MENCEMENT. 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, 201S -Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found.in the public.records of this county, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3 L_ ),- Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Ka" --L&. Signature of No -State of Florida V Date Shsyne Mangel NOTARY PUBLIC STATE OF FLORID Comm# GG113111 cE1a spires 6/21/2021 Contract Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical Q' Mechanical®' Plumbing®' Gas[] Roof Construction Type: \/ 42;,Occupancy Use: (Z 3 Flood Zone: Total Sq Ft of Bldg: Z 11S Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: AW Ovr / WASTE WATER: FIRE: BUILDING: Revised:.June30,2015---..—..-_... _. _-.- —_-.. _--_-----_-...-••• _ -- Permit Application.--... P1 s 4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mange)@starlighthomes.com Property Address: 3716 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0020 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 F C US ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-935 Reviewed by: Michael Cash, CFM Date: March 1, 2018 I Application for Paved Driveway, Sidewalk or Walkway(t 11 Including Right -of -Way Use & J J Y FL° 77- Landscaping i11 Right -of -Way wwwsaMordfl.gov Department of Planning 8r 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 f' jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the m,o..nnsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbeforeyoad7g 1. Project Location/Address: 3lltn "ag :Z qf%An A Y-L— 3,2113 2. Proposed Activity: 0 Driveway Q Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is sub by: Property Owner. Signature: Print Name: (` lc17 t krr—kP Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: shaYAe•ma"ge'@shH'"0m"*01m Date: Z'1% 4 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 fight -of --way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement 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 Requestoes expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right -of --way. I hav u derstand the above statement and by signing this application I agree to its terms. Signature: Date: d-ION-1 g This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Official Use Only Fee: Utilities Approved: Engineering •( j., Site Inspected by: Special Permit Conditions: November 2015 Date: Date: Date: Date: 3 — 1 -W is — Date: ROW Use Driveway pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: L,-la,-I% Project Name: Wyndham Preserve -Lot c-).% Project Address: 3-Itoo S4Yfrfy,r-.*,L_"*fanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. 1 Print NA Owner/Tenant nt 11 Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Rupert Willets Print Nqtne of Gen. for t Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Eode rbra k Print Name of El. Contractor Signature of El. Contractor Ec ooawq a El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: l % 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): SY The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORMA COUNTY OF Seminole The foregoing instrument was acknowledged before me this iS day o4qu9—N200j , by Robert Willets who is p'personally known to me or In who has produced identification and who did (did not) take an oath. O A. ming Mangel INOYPUBLIC 2 CrGi2STATEOFFLORIDAPrintorWenameMIR Co mm# GG113111 VRE IP Expires 6/21/2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) as REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: 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 u a;i•t_-rr,"s'+ s;EL•EC RICfA•L.PERM•IT Y vn.u-.0 •r.•-c p. V '''C` :'''••[:;p::i l :.;;r. ;'.n`fo,:Yy l•;;t.i;:;yn; t.n!_ ,YCi„;. 4 •y., _,.:...5:< .%'!:.. l=(';::..,,•... i.i.'.' • ..dic`::..t..:"%• _ % ..i.: J•Fi'_v.t: •v.`.:1'J. '•.-'tini'o.ic.i: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final I i s'l. S Zsu./Elm Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final i I YaN'c' . r.n MIECIiA_ MCAITPERM_vT_ r•'tlJltvr Ytvi.: t l R4" TZC l;, 'T•... ..f• .3 }' ' N '•a. ;. yq;.....fir. G?T.- ryn 5:+: l'11..••.::•• l•I•6c: 11,;'Y'•.^.•• `1 7' i T ryl, ! Y h.•i' , .: ;:'. Y` :.'`' sN : " ' 's•, Min Max Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final I i REVISED: June 2014 FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method .. _. Project Name: Lot 2 - 1605 TL Builder Name: Starlight Homes gUILD,t,CStreet: 3716 Saltmarsh Loop City. State, Zip: Sanford. Permit Office: Seminlle County 3FL , 32773 Permit Number: 8 S ANFOROOwner: ja-oral-rs 1r Design Location: FL, Sanfo Jurisdiction: q/ sCefl 'bli?r aCounty:: Floc Climate Zone 2) OgRTM c 1. New construction or existing New (From Plans) 9. Wall Types (2222.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1026.60 ft' b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft' 3. Number of units, if multiple family 1 C. Frame - Wood, Adjacent R=13.0 353.13 ft" 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case] No 10. Ceiling Types (987.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 987.00 ft' 6. Conditioned floor area above grade (ft") 1605 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(132.3 sgft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 321 a. U-Factor: Dbl, U=0.34 132.27 ft2 SHGC: SHGC=0.26 b. U-Factor. N/A ft: 12. Cooling systems kBtu/hr Efficiency SHGC: 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 ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems 8. Floor Types (987.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 652.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 335.00 ft2 None c. N/A R= ft' 15. Credits None Glass/Floor Area: 0.082 Total Proposed Modified Loads: 50.39 PASSTotalBaselineLoads: 52.78 1 hereby certify that the plans and specifications covered by Review of the plans and Sral this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates O* TtIE O compliance y .,,:;%' ,.,. 6 PREPARED BY: with the Florida Energy Code. Before is n,,,v''••" „ O construction completed x DATE: this building will be inspected for O at> compliance with Section 553.908 o I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ A de. COp y v OWNER/AGENT: BUILDING OFFICIAL. DATE: DATE: 2 21L( R Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/22/2018 9:11 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 2 - 1605 TL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: • • 1605 Lot # • • • - - • 2•- Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3716 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City. State. Zip: Sanford . Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL. Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1605 13782.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 652 6063.6 Yes 4 0 1 Yes Yes Yes 2 Floor 2 953 7719.3 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 89.5 ft 0 652 ftt 0 0 1 2 Floor over Garage Floor 2 -_- ---- 335 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1104 ft' 0 ft= Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 987 ft' N N 1/22/2018 9:11 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 • •30 Blown - - ~ 987 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Bedo- rnt To Wall-I.ypa Q_Mue Ft la -EL in Area R-Value_Eractioa-Absoc_Gra 1 E Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 ft= 0 0.25 0.6 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 18 9 9 5 176.6 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft2 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 W 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 35 6 9 5 334.3 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft2 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 37 6 9 5 353.1 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 N Wood Floor 1 None 39 2 10 6 10 19.4 ft° WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 3 None Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None 2 S 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 S 8 Vinyl Low-E Double Yes 0.34 0.26 N 19.3 ft2 1 ft 0 in 11 ft 0 in None None 4 S 8 None Low-E Double Yes 0.34 0.26 N 8.0 W 1 ft 0 in 11 ft 0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 406 ft2 406 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1608 88.28 166.02 3433 7 1/22/2018 9:11 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/. Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 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 Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply — v # Location R-Value Area Return ---- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 321 ft' Floor 2 80.25 ft Prop. Leak Free Floor 2 cfm 48.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: N Coolin Jan Feb r MarHeatingXJanfX Feb [X MarApr Jan [ Feb X Mar Ceiling Fans: A r May ri Jun JXJ Jul ri Au May JunJulAug Jun Jul Aug Sep rlSeSep Ocl Nov Oct X Nov Oec DecVenting Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 PM 80 Cooling ( WEH) AM 78 PM 80 Heating ( WD) AM 65 PM 68 Heating ( WEH) AM 65 PM 68 78 78 80 80 78 78 80 80 65 65 68 68 65 65 68 68 78 78 78 78 80 78 78 78 78 78 78 78 80 78 78 78 65 65 65 65 68 68 68 68 65 65 65 65 68 68 68 68 78 78 78 78 68 68 68 68 80 78 80 78 68 68 68 68 80 80 78 78 80 80 78 78 68 68 68 68 68 68 68 68 80 78 80 78 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 38 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 22/2018 9:11 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 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 (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: N/A SHGC: 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. Floor over Garage c. N/A 3716 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1026.60 ft' b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft' 1 c. Frame - Wood, Adjacent R=13.0 353.13 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 987.00 ft' 1605 b. N/A R= ft' Area c. N/A R= ft' 132.27 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 321 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft' 1.000 ft. 0.260 Insulation Area R=0.0 652.00 ft' R=19.0 335.00 ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: W (tl g f Address of New Home: .i.l. Lmo City/FL Zip: kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 None yoF-ct;t: srgr o O WET4 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/22/2018 9:12 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 t 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 2 - 1605 TL Builder Name: Starlight Homes Street: 3716 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind o*oino and wir4no- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sor4nkler cover olales and walls or ceilinas a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/22/2018 9:12 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test 'Report Performance Method Project Name: Lot 2 - 1605 TL Builder Name: Starlight Homes Street: 3716 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1605 sq.ft. Cond. Volume: 13783 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the lest, 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: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g). or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0 qHE srgl C I, rD WE " 1/22/2018 9:12 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 2 - 1605 TL Builder Name: Starlight Homes Street: 3716 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On -Out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 1 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1605 House Duct Total Conditioned Floor Area) System Tested On (Out) must be less than.or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /22/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: tip j gtlE ST,gl o 1/22/2018 9:12 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham wrightsoft° i ry Date: 6116/2017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct. Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyair.com For: Lot 2 - 1605 TL, Starlight Homes 3716 Saltmarsh Loop, 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 Sensible Cooling Equipment Load Sizing Structure 14446 Btuh Structure 13543 Btuh Ducts 2243 Btuh Ducts 4007 Btuh Central vent (38 cfm) 1082 Btuh Central vent (38 cfm) 738 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17770 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipmenf sense le load 18287 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2828 Btuh Ducts 831 Btuh Central vent (38 cfm) 1133 Btuh Heatingg Cooling Outside air Area (ftz 1653 1653 Equipment latent load 4792 Btuh Volume ()ft') 14246 14246 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 23079 Btuh Equiv. AVF (cfm) 119 62 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 33 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 11:1wrightSoft• Right -Suite® Universal 2017 17.0.28 RSU02534 2o1&Jan 22 0Page 0 ACC*, ...t SpecificlWyndham Preserve\Lot 2 - 1605 TL.rup Cale = MJ8 Front Door faces: S wrightsofte Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone. 407-886-3729 Email: GRenner®energyair.com Web: www.energyair.com For Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Lot 2 - 1605 TL, Starlight Homes 3716 Saltmarsh Loop, Sanford, FL 32773 Sensible gain: 18287 Btuh Latent gain: 4792 Btuh Total gain: 23079 Btuh Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Actual airflow: 899 cfm Sensible capacity: 20104 Btuh Latent capacity: 6015 Btuh Total capacity: 26119 Btuh Design Conditions Outdoor design DB: 44.2°F Indoor design DB: 70.0°F Model: CH14NB0300000A+FB4CNP030L 110% of load 126% of load 113% of load SHR: 77% Heat loss: 17770 Btuh Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 161% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 4.7 kW 90% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. Job: Starlight -Wyndham Date: 6M 6/2017 By: Plan: 1605 S Endeavour Entering coil DB: 77.8°F Entering coil WB: 64.1 °F Entering coil DB: 68.3°F Capacity balance: 33 OF Economic balance:-99 OF 2018-Jan-22 09:11:10 wrightSoft' Right -Suite® Universal 2017 17.0.28 RSU02534 page 1 XCA ...t Specific\Wyndham Preserve\Lot 2 - 1605 TL.rup Cale = MJ8 Front Door faces: S Duct System Summary Job: Starlight -Wyndham wrightsoft° Date: 6116/2017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-888-3729 Email- GRenner@energyaircom Web www.energyair.com For: Lot 2 - 1605 TL, Starlight Homes 3716 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.156 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.156 in/100ft 899 cfm 180 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Lain c 995 18 51 0.254 5.0 Ox0 VIFx 10.3 100.0 bat C 124 4 6 0.180 4.0 Ox 0 VIFx 20.7 135.0 SO 02 c 1595 65 82 0.185 6.0 Ox 0 VIFx 16.7 135.0 st1 bra c 1633 68 84 0.165 6.0 OX 0 VIFx 30.1 140.0 st1 foyer h 2656 143 73 0.163 7.0 Ox 0 VIFx 26.8 145.0 st4 hall c 1039 26 53 0.168 5.0 Ox 0 VIFx 27.1 140.0 st1 kit -ram h 3611 195 179 0.162 8.0 OX O VIFx 27.4 145.0 st5 kildam-A h 3611 195 179 0.174 8.0 OXO VIFx 20.9 140.0 Sty m be C 322 15 17 0.260 4.0 Ox 0 VIFx 7.8 100.0 m br c 1885 89 97 0.261 6.0 Ox 0 VIFx 7.4 100.0 pdr h 213 11 8 0.156 4.0 Ox 0 VIFx 29.8 150.0 st4 vfic h 779 42 38 0.271 4.0 Ox 0 VIFx 8.2 95.0 vAc2 h 164 9 8 0.180 4.0 Ox0 VIFx 20.8 135.0 SO vAc3 c 457 19 23 0.172 4.0 Ox0 VIFx 27.8 135.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st5 Peak AVF 389 359 0.162 495 12.0 0 x 0 VinlFlx st3 st1 Peak AVF 192 257 0.165 581 9.0 0 x 0 VinlFlx st4 Peak AVF 155 81 0.156 443 8.0 0 x 0 VinlFlx st2 st2 Peak AVF 155 81 0.156 443 8.0 0 x 0 VinlFlx st3 Peak AVF 389 359 0.162 495 12.0 0 x 0 VinlFlx Bold/ltallc values have been manually overridden 2018-Jan-22 09:11:10 wrightSoft• Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 4iC% ...t Specific\Wyndham Preserve\Lot 2 - 1605 TL.rup Calc = W8 Front Door faces, S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 ACCA ...t Specific\Wyndham Preserve\Lot 2 - 1605 TL.rup Calc = KA Front Door faces S 2018-Jan-22 09:11:10 Page 2 Job M Starlight - Wyndham Performed for: Lot 2 - 1605 TL 3716 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018-Jan-22 09:11:24 ham Preserve\Lot 2 -1605 TL.rup Job #: Starlight - Wyndham Performed for: Lot 2 - 1605 TL 3716 Saftmarsh Loop Sanford, FL 32773 level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP E04VTR 38 CFM Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" — . Page 2 RightSuiteO Universal 2017 17.0.28 RSU02534 2018-tan-22 09:11:24 ham Preserve\Lot 2 -1605 TL.rup VIP- RECORD COPY j L ANF0RD 935 5 bV WYNDHAM PRESERVE - LOT 2 PLOT PLAN WYNDHAM PRESERVE LOT 2 PB 81, PG 93) CURVE DATA TABLE NO. I RADIUS DELTA ARC CHORD BEARING C1 100.00' 014'28'39" 25.27' 25.20' S 82'26'31" W C2 125.00' 024 23'30" 53.21' 52.81' N 77'29'06" E LINE DATA TABLE NO. BEARING LENGTH L1 S 89-40.51 " W 15.00' BP le-q35 ZONIM DATE 3 Ok to construct single family home with setbacks and impervious area shown on plan. 23. 5 °% imp. Ib05 Endeavor-T, CrL_ LOT AREA CALCULATIONS LOT = 7.150 SQ.FT. LIVING AREA= 652 SQ.FT. GARAGE = 406 SQ.FT. ENTRY = 24 SQ.FT. DRIVEWAY = 441 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 46 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 23:5y: SOD = 5.472 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.005 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 201 SQ.FT. SOD = 128 SQ.FT. TOTAL AREA AREA = 8.155 SQ.FT. DRIVEWAY = 555 SQ.FT. SIDEWALK = 247 SQ.FT. SOD = 5.600 SQ.FT. LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 0/7.I AJI -lpr 40.00 20' UTILITY, BUFFER, WALL, LANDSCAPE, EASEMENT LOT 2 AREA = 7,150 S.F. ± 10.0 o 0 a o Q. Ind PROPOSED 2 STORY RESIDENCE 3716 SALTMARSH LOOP 00 1605 ENDEAVOUR r ELEVATION - T GARAGE - LEFT FFE= 30.2 7.3 20.7 M ORC 6.0_--- LOT 1 N PROPOSED LO' UTILITY v DRIVEWAY 4 EASEMENT (P) ro zo----- n_ O rn L C1 PROPOSED 5' PROPOSED CONC SIDEWALK o APRON 2' CONC CURB EDGE OF PAVEMENT 'o. FLICKER COVE 50' RIGHT—OF—WAY C2 S 89'40'51' W 330.00' PROP CENTER PRIVATE ROAD) LINE ASPHALT PAVEMENT CEP fool wemen I.EGEND:ADUSSD-Access Drains a UUlities SidewalkLBeensedBusiness / 9 / / BFP- Backflow Preventer Sight Distance Easement Survey PRM-Permanent Ref. Monument Reported PCP -Permanent Control Point Description UDRFP&L -Florida Power & Light Plat FFE -Finish Floor Elevation D- Deed Book Water Meter O. R.-Official Records Book M-Water Valve P. B. -Plat Book Oo--Fire Hydrant Pg. - Page RC® -Reclaimed Water Meter Elev. - Elevation RC04-Reclaimed Water Valve Cone. - Concrete Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk Electric Box FFE - Finished Floor Elevation 0-Utility Pole Cl - Curb Inlet Guy Pole GM - Grote Top Inlet Light Pole P. U.E.-Public Utility Easement t--Guy Anchor RCP - Reinforced Cone. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O-Storm Sewer Manhole NCS- No Comer Set (Falls in Water) lD-Sanitary Sewer Manhole SF - Square Feet DiHo -Electric Handhole D. U.E.-Drainage/Utility Easement COO -Clean Out FMGD- MAG NAIL & DISK CV04-Irrigation Control Valve P. K.-Parker Kolon Nail i'-Sign SIR - Set 1/2' Iron Rod LB7768 WD4-Gate Water Valve SPKD- Set P.K. & Disk LB7768 I RyGas Meter TfFIR -Found 1 /2' Iron Rod L87768 Existing Grade FIP - Found 1 /2" Iron Pipe LB7768 a -Blow-off Valve FPKD- Found P.K. Nail & Disk L87768 Drainage Flow Direction FCM - Found 4'x4' Concrete 0 -Proposed Design Grade Monument PRM L87778 0. As-Built/Existingq Grade@ Note: Some items in above le ena may not be ann icablel Description I Date I Dwn.ICk'd I P.C.IOrder SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. S. This Plot Plan is subject to ratters 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) eeeeeeee, a L cC, 1! o ` C`i uttiag O19LY) a- EOF a. n ai Ne %% KRIDAPROFESSIONAL'' 9URVPYO "r MAPPER NO. : 1.5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Z. O m` v N m II vme 0 0Mo- N N moo U O— O vC, Z c 00 Building Setbacksn Setbacks: Per construction plans for WYNDHAM PRESERVE', laity of Soni Seminole County, Florida. Front = 25' Rear = 20' Side = 5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. BUU DING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone ' X' DESCRIPTION: LOT 2, according to the plat of WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drawn: MTP I Checked: JDL I P.C.: Data Filem=anEast-Plat Date: 1 /23/18 Dwg: B b=ffeet-Lot2 Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: CORD COPY P - A . LMEOVFW CELECTRIC Starlight Homes 1605 Endeavor LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C)(31- (411 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA II. GENERAL LOADS INEC2014-220.82(B1(I)-(411 LIGHTING 1605 Sq Ft @ 3VA/Sq. Ft 4.82 KVA Qt7y KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT SPNFOFtO 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) OEpAR, 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(1) p 3 5 0.80 KVA A_ 0.8 DISPOSAL(2) 1 7 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.32 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.13 KVA SUB -TOTAL (GENERAL LOADS) NEC 2014 - 220.82(Bl1 20.13 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.13 KVA TOTAL DEMAND LOAD [NEC 2014 - 220.82(All 30.51 KVA MINIMUM SERVICE SIZE 127.13 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150.Amp Electrical Diagram 1.50.'Amp Main 1,20V / 240V Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge SUIL Q,,y Power Company Secondary Conduit & Wire SgNFDRD 10, AgRTME 4 Bare Copper Per NEC 250.66 B Ground Clamp # 1 8- 93,5 5--- -- .-------- Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1 RECORD COPY MiTek® RE: WP0002 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0002 Model: 1605 Tampa, FL 33610 4115 Lot/Block: 2 Subdivision: Wyndham Preserve 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 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 1 1 T12973800 1 Al 1/16/18 12 I T12973801 I A2 1 1/16/18 I 13 I T1 2973802 1 A3 1 1 /16/18 14 1 T129738031 A4 1 1/16/18 I 15 I T12973804 I A5 1 1/16/18 1 6 1 T12973805 1 CJ1 1/16/18 7 1 T12973806 1 CJ1A 1/16/18 18 1 T129738071 CJ3 1 1 /16/18 1 19 I T129738081 CJ5 1 1/16/18 1 110 IT129738091 EJ7 1 1/16/18 1 111 IT129738101 HJ3 1 1/16/18 1 112 1T12973811 1 HJ7 1 1/16/18 113 1 T1 2973812 1 M1 1/16/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 0 OINC SANFORD OFPAR,G 1 8- 935 N 80 S TA E OF A, O Ft s`S/ONAL Thomas A. AWN PE No.393B0 Mrrek USA. Im Ft. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: January 16,20t8 Albani, Thomas 1 of 1 Job Truss Truss Type Oty, Ply T12973800 WP0002 AIG Hip Girder 2 t Job Reference (optional) e_ Builders FlrslSource. Tampa, Plant City, Florida 33566 S.13u s Sep is 20i r mi i ee iimusraes. mr. r ue Jan .v .c.ac. aeo . 10:KffyNX6mvAVukxMblixgkpz4RS4.00ing5pOcpTvVRbl?kO2RNkFGm nMPwttLed2YzunGe 1 0.0 4.3.11 7.0.0 11-8.9 16.3.7 21.0.0 23.8.5 28.0.0 28- It•0 0 4-3 11 2.8.5 4.8 9 4.6.13 4.8.9 2-8 5 4-3 11 5.00f 12 Sx8 = 2x4 II 3x8 = 4x6 = 4 18 19 5 20 21 6 22 23 7 Scale = 1:48.9 5x8 - 11 ra 24 25 " 26 14 27 — 28 29 5xB = 2x4 11 3x4 = Sx8 = 4x10 MT20HS = 20 11 3x8 = 2x4 11 LOADING (psf) SPACING- 2-0.0 CST. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 13.15 >980 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Ven(CT) -0.64 13-15 >520 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.18 9 rVa n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. BOT CHORD 2x4 SP No.l WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2106/0-3-8, 9=2106/0-3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9_ 688(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4682/1520, 3-4=-4540/1539, 4-5=-5410/1845, 5.6= 5410/1845, 6-7=-4243/1452, 7-8=-4540/1538, 8-9=-4681/1520 BOT CHORD 2-17=-1362/4240, 1&17=-1362/4240, 15-16=-1344/4205, 13.15=-1756/5409, 12-13— 1756/5409, 11-12— 1350/4239, 9-11=1350/4239 WEBS 4.16=-90/586, 4.15=-482/1464, 5-15=-525/323, 6-13=0/384, 6-12=-1432/474, 7-12=-316/1297 NOTES- 1) Unbalanced roof live loads have been considered for (his design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=688, 9=688. 8) Hanger(s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 210 lb down and 206 lb up at 7.0.0, 1 i 1 lb down and 1 10 lb up at 9-0-12, 111 lb down and 110 lb up at 11-0-12, 111 lb down and 110 lb up at 13-0-12, 111 lb down and 1 10 Ib up at 14-11-4, 111 Ib down and 110 Ib up at 16.11-4, and 1 l l Ib down and 110 Ib up at 18-11-4, and 210 lb down and 206 Ib up at 21.0.0 on top chord, and 340 Ib down and 113 Ib up at 7.0.0, 85 Ib down at 9-0-12, 85 Ib down at 11-0-12, 85 Ib down at 13-0-12, 85 lb down at 14-11-4, 85 lb down at 16-11-4, and 85 lb down at 18-11-4, and 340 Ib down and l l3 Ib up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard WARNWG - Veft dostyn pammaten and READ NOTES ON THIS AND WCLUDED MREK REFERANCE PAGE MIF7479 nv. IOAMM16 BEFORE USE. Design vain for use only vAth Mllek® connectors. 11ds deslgn Is based only upon poratnelers shown. and B for a n indWkhtal WNdDV component. not a truss system. Before use. The tx/iding designer mist verify the oWlcabOly of design txnarnelers and pxopedy Incogoiale this design Into Ina overall Additional temporary and Permanent Wocht0 MiTeWmlldktgdesign. Bracing Indicated Is to rxevent txrcahng of individual truss web and/or chord members ordy. is always roal lied at s"Ally and to rxevonl coltgxo with rossftAe personal hnlray and IxopeM damage. For general guidance regarding tine fabrication. storage, delivery, erection and txocing of hisses and Imrss systems, soeANSI/IPI I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parks East Blvd. Safety Information avaaabie from Truss Wale hnslllule. 218 N. Lee Street. Sidle 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type PlyT1297380WP0002A1GHipGirderrty1 Job Reference (optional) Builders I'IrStSOUICe, 1 ampa, Plant Glty, Flonaa 33b66 6.13u s Sep I eu1l MI I ex moustrres, Inc. I ue .Ian f o 1z:az:oa euta rage e I D:KflyNX6mvAVukxMbllx9kpz4RS4-OQing5pOcpTvVRbl?kO2RNkFGm_nMPwttL9d2YzunGe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4— 163(F) 7=-163(F) 16=-340(F) 12=-340(F) 18=-111(F) 19=-111(F) 20=-111(F) 21=-111(F) 22=-111(F) 23=-111(F) 24=-61(F) 25=-61(F) 26=-61(F) 27=-61(F) 28=-61(F) 29=-61(F) WARNING - Verily dodgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 mv. 140MIS BEFORE USE. Design valid for use only with Mllok® connectors. It& design is based only uryxl parameters shown, arlt:d Is la an ItxlMc0.al building component. rat a Uuss system. Before use. Iho Ix41dlr1g designet must verify the cp pllcabilty, of design parameters and rxopedy lncorlxxato lads design Into the overall lxdldklg design. Bracing Irldk:aled Is to buclding of Individual Uus web and/or chard members only. Additional lemryxory and pennanent txocing MiTek' Ixovenl is always requited lot sktAlly and to lxevenl collCpYse wllh possUe personal Wt+y and fxopedy damage. for general guidance regarding the 6904 Parke Eesl Blvd. kAxicollon. slaage, ckAlvery, etectlon and bracing of Misses and Inns systems seeANSI/IPI I Quality Criteria, OSS-89 and SCSI But" Component Tempo, FL 33610SalaryInformationavalfc0lefromtrussPlaleInstllule. 218 N. Leo Slreet. Sulle 312. Alexandda. VA 22314. Job Truss Truss Type Aty Ply T12973801 W P0002 A2 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33666 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 16 12:32:54 2018 Page 1 ID:KtlyNX6mvAVukxMbllx9kpz4RS4-UcG3tRgeN6bm6bAyZRxHzbHVEALt5?nO5?vAa?zunGd 1.0.0 5.8.11 9.0.0 14.0.0 19.0.0 22.3.5 1 28.0.0 29-0•q 1.0 0 5 8-11 5.0.0 5.0.0 3.3.5 5 8 11 1.0 0 4x6 = 3x4 = 5 4x6 = Smote = 1:48.9 bl 3xe = 1 Z ,. 3x8 = 3x8 = 4x6 = 3x8 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (hoc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.17 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.37 10-12 >893 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.09 8 rVa rVa BCDL 10.0 Code FBC2017/rP12014 Malrix-SH Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=58(LC 12) Max Uplift 2=-278(LC 8), 8= 278(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1424, 3.4=•1846(1198, 4-5=-1681/1139, 5-6=-1681/1139, 6-7— 1846/1198, 7-8=-2104/1425 BOT CHORD 2-12=-1240/1894, 10-12=-1043/1877, 8-10=-1146/1894 WEBS 3.12=-282/432, 4-12=-310/508, 5-12— 342/246, 5-10=-342/246, 6-10=-311/508, 7-10=-282/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5.0.0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=278, 8=278. 0 wARNDJG . Verify dedgn peranlofere and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MD-7472 rev. fOrO MIS BEFORE USE. Design valid for use orgy With Mltek®conneclors. Ih1s deslgl B txaed only upon p3ranneters shown, and Is lot an I ndMdud building component. not a Was system. Before use, the Ixdldtng designer must verify the aWicabilty of design parameters and ptoperiy Incorpoiale this design Into the overall txiUcVQ design. Bracing Indicated Is to prevent bucWing of Individual Inns web and/or chord members only. A,"flo nal lempotory and permanent btactro M iTek' 6 always required (of slatAl fy and to prevont collapse whin possUe personal I nhay and poperty damage. for general guidance regard ng the k"Ication, storage, delivery. erection and txac rig of trusses and tnrss systems. saeANSI/TPI I Quality Criteda. OSB-69 and SCSI Building Component 6904 Parke East Blvd Safety Information available from truss Plate Ins1IMe. 218 N. Lee Street. Sullo 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12973802 WP0002 A3 Hip 2 1 Job Reference (optional) tswlaers rusttoource, i ampa, runt i fry, rronaa JJ000 0.1 JV H oup 10 GV 1 r ml1 UK it luu3U lob, 11ll;. . utl Jell 10 1LV .0 ray. l 1 Scale = 1:48 9 Sx8 = 44 = 4 5 3x6 = lJ lc lu a 9x6 = 2x4 II 3x4 = 3x4 - 3x8 = 2x4 II LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.56 BC 0.55 WB 0.42 Matrix- SH DEFL. in Qoc) Well Ud Vert( LL) 0.12 12 >999 240 Vert( CT) -0.22 12-13 >999 ISO Horz( CT) 0.09 7 n/a rVe PLATES GRIP MT20 244/190 Weight: 136lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.0.5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 2=1087/0-3-8, 7=1087/0-3.8 Max Horz 2=70(LC 12) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1497, 3.4=-1669/1104, 4-5=-1492/1080, 5.6= 1670/1104, 6.7=-2213/1498 BOT CHORD 2-13=-1322/1986. 12-13=-1322/1986, 10-12=-784/1492, 9.10=-1225/1985, 7- 9=-1225/1985 WEBS 3-12=-542/579, 4-12=-165/372, 5.10=-149/372, 6-10=-541/580 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.Opst; h=1511; Cat. 11; Exp C; Encl., GCpl- 0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.2.3, Extedor(2) 5-2-3 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2= 273, 7=273. la Q WARNWG . verityy deatppn parameters and READ Nores ON THIS AND INCLUDED AUTEK REFERANCE PAGE M67473 rev. 10MM15 BEFORE USE. Desllyl valld for use orgy wllh Mllek® connectors. Ras design k based orgy upon Parameters shovni and Is for an individual trflding component. rat a Iniss system. Before use. the IxAklklg designer must verity the appllalbllty of aleslgn parameters and properly Incorporate this design Inlo the overall building design bracing Indicated Is to buckling of Individual! Intss web and/or chord members orgy. Additional temporary and permanent tracing MOW preventIs always required foi sta Ify and to prevent collapse wllh possIlAe personal piopeny damage. for general guldance regarding the fatxIcaflon. storage, delivery, erection and tracing of misses and Jim systems, seeANSIMI Quality Criteria, DS8.89 and SCSI Bullding Component 6904 Polka East Blvd. Safety Information available from truss Plate Institute. 218 N. lee Street. Sulle 312. Alexandria. VA 22314. Tanis, FL 33610 Job Truss Truss Type Oty Ply T12973803 WP0002 A4 Hip 2 1 Job Reference (optional) Builders FIrS[SOUrce, I ampa, Plant Qity, Merida 33506 u.1 du s aep 1 o zu 1 I Mi i ex mausmes, inc. i ue den i o i cdc:ao a i a rays , 10:K1jyN X6mvAV ukxMblix9kpz4 RS4.O?Oq 17suvkrTMvJ Khszl2OMq K_9_ZukJZJOHftzunGb 1-0.0 6.0.10 13.0.0 , 75.0-0 21.11.6 28.0.0 2f3.0•Q 1.0.0 6.0.10 6.11-s 2.0.0 ' 6-11-6 6.0.10 1-0.0 el Scale = 1:48.9 3x6 = 3x6 11 3x6 = 4 5 6 3x8 = 19 11 3x8 = 2x4 II 1s H 2x4 II a LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.69 BC 0.76 WB 0.29 Matrix-SH DEFL. Vert(LL) Ven(CT) Horz(CT) In (loc) Well Ud 0.13 10-11 >999 240 0.29 11-12 >999 180 0.09 8 rVa We PLATES GRIP MT20 244/190 Weight: 128Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8.0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.0.2 oc bracing. WEBS 2x4 SP No.3 WEBS I Row at midpt 3.11. 7.11 REACTIONS. (lb/size) 2=1087/0-3.8, 8=1087/0-3-8 Max Horz 2=81(LC 16) Max Uplift 2=-286(LC 12), 8=-286(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2188/1464, 3-4=-1463/978, 4.5-1279/970, 5-6=-1279/970, 6-7=-1463/978, 7-8- 2188/1465 BOT CHORD 2.12=-1275/1959, 11-12=-1275/1959, 10-11=-1181/1959, 8-10=-1181/1959 WEBS 3-12=0/291, 3-11= 756/686, 7-11-756/687, 7-10=0/291, 5-11-331/654 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=151t; Cat. If. Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5-0-0 to 29-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This thus 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 Ito uplift at joint(s) except Qt=lb) 2=286, 8=286. Q WARNING- Vadry design Paramofan and READ NOTES ON THIS AND INCLUDED WTEX REFERANCE PACE MI1-7473 rov. faC MIS BEFORE USE Design mill for use only vAlh Mltek®cornlectom. 0* design Is lased only upon rauamelers shown, and Is (of on fravkkfat txAdIng cornponenl. not OFaInnsyslein. Belore use. Iho lxAding designer mtrsl veAry the appxlcaL41ty of <leslgn paimnetem and ixopeily Morlxxole this design Into the ovei<xl txAcBng design. Bracing Indicated Is to buckldlg of Indlvldtal Innis web and/of chord members only. Maillional lempaary and petmarlent biacklg M iTe k' ixovont lsalways 1egtMed lot stability and to Ixevent collatxo vAlh poubte personal hlltry and property damage Fof general gtWance fegarding Me 6904 Parka East Blvd. rabilcallon. storage. clolivery. ereclion <nd tracing of Inssos and Inca systerns. seeANSI/IPII Quality Criteria. OSS-69 and SCSI Wilding Component Tanya. FL 33610 SafetyInformatlonavailablefromtrussPlateInstitute. 218 N. Lee Slreel. Sidle 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T12973804 W P0002 AS Common 4 1 Job Reference (optional) Builders F1rstS0urce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 201 / MI I eK industries, Inc. I ue Jan 16 12:32:67 20i8 Page 1 10:K(IyNX6mvAVukxMbjlx9kpz4RS4•uByCW TsW g 1 zKz3uXEZU_bDvwZOMOIJkSoz7gBKzunGa 1-0.0 6.9.3 14.0.0 21.2.13 28.0.0 29.0.0, 1.0•o' 6.9.3 7.2.13 7.2.13 6.9.3 1-f}0 Scale: 1/4'=1' 500 12 4x6 = d 3x8 = 3x4 = 3x6 = 3x4 = 3x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.22 2.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(CT) -0.48 2-12 >690 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.08 8 n1a rVa BCOL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 125lb FT=20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0.3.8, 8=1087/0-3-8 Max Horz 2=87(LC 12) Max Uplift 2=-292(LC 12), 8= 292(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/1686, 3-5=-1777/1487. 5-7=-1777/1487. 7.8= 2078/1686 BOT CHORD 2-12- 1444/1873, 10-12=-760/1221, 8-10=-1451/1873 WEBS 5-10=-423/598, 7-10=-435/596, 5-12=-423/598, 3.12=-435/596 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.Opsf; h=15ft; Cat. It: Exp C, Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0. Extedor(2) 5-0-0 to 14.0-0, Corner(3) 14-0-0 to 20-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed tot a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=lb) 2=292, 8=292. Q WARNING - Verily dodyn parametws and READ NOTES ON rNIS AND INCLUDED MREK REFERANCE PAGE M147473 rov. raV3,2015 BEFORE USE. Design vaikl lot use only wlih Mlfek® connectors. Ms doslan Is based only upon r"amelers shown, and Mot an IndMdtal bulcllrlg cornponenl. not a truss system. Before use. IIw I-Adldtrlg designer must verify the applicability of design pararineters aril IxoWly 6tp lcooialoMs design Into Ine overcll b llaing design. Bracing Indk:aled Is to prevent buckling of IndMducil Iniss web arvWoi chard members only AddllloW Ichnl3otary and permanent bracing WOW is dwoys tegUfed lot sfcdAlty and to prevent coltapso with possl)le personcd i nitey and lxol)erty damage For gonetal guklance regarding the fabrication storage, delivery. ereCllon and txcsctrng of brasses and fnfa systems. seeANSI/fPl I Quality Criteria, OSS-89 and SCSI Wilding Component SM Parke East BNd Safety Information avollabte from truss Rate Institute. 218 N Lee Street. Stile 312, Alexandria. VA 22314. Tarnpa. FL 33610 Job Truss Truss Type Oty Ply T12973805 WP0002 CJ1 Jack -Open 8 t Job Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 6.13o s sep 15 zo1 r mi f etc Industries, Inc. f ue ,Ian 15 1z:3T5a zults rage 1 ID:KfjyNX6mvAVukxMbjuc9kpz4RS4-MOWajot9RL58bCTloH008RSIPnw7i sjcOdtOjmzunG2 1.0.0 1-0.0 1-0-0 1.0.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCOL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0.3.8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2— 66(LC 8) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:6.5 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 rVa rVa Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. Verify design parameters end REAO NOTES ON THIS ANO MCLUOEO AMEK REFERANCE PAGE hM7479 rev. 1=3120116 BEEFORE USE. Design valid for use only wllh fAtek®conneclors. Ihls design is based only upon pY.ramelers shown. and Is lot an Indlvlduad Icomponent, not WIa Rtiss system. Mom rise, the building doslanot must verity the ololc bblity of design parcanelers aril pxopbrly Rncortoicile this design Into the overall buiding design, gracing Indicated Is 10 txrcaing of lncltvldrxll truss web and/or chord members only. Adalllonal temporary and permanenl bracing MiTek' txevenlis always roguirod lot slat -Allyand to lxovenl collapse with possible pxxsonal Injury and propeny damage. For general guidance regrading line 6904 Parke East Blvd. labldollon, storage, ciellvery, erection and bracing of trusses and fruss systems. seeAN$1/rPl I Quality Criteria, OSR-89 and SCSI Building Component Tar FL 33610 SafetyInformationawilkileRomtrussPlateInstitute. 218 N. Leo Sheol. Suite 312. Alexandria. VA 22314 pa. Job Truss Truss Type Oty Ply T12973808 W P0002 CJ i A Jack -Open 4 1 Job Reference (optional) o_ Builders FlrstSOurce, Tampa, Plant Glty, t-lonaa J;3btsb 0. i ov s anp r a cv 1 i w i . en o,uuw ..a, • ,.. .. ,.. • ..y.. I D:K1jyNX6mvAVukxMbjix9kpz4 RS4-MOW alot9RL58bCTjoHOD8RSKynw 11 sjcOdtOlmzunGZ 0. 6.0 1.4.0 0. 60 1.4.0 Scale = 1:7.3 2x4 = 1- 4-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 004 Ven(LL) 0.00 2 999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. ( lb/size) 3=27/Mechanical, 2=84/0-8-0, 4=13/Mechanical Max Horz 2=27(LC 12) Max Uplift 3=-20(LC 12), 2=-31(LC 8) Max Grav 3=27(LC 1). 2=84(LC 1). 4=25(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUI11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpI= 0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 01% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MQ7473 rev. 14116MI6 BEFORE USE Design vdkl for use orgy vAlh Mllek® connectors D* de*n k based orgy upon POlamelets shown. and Is for an b4Mck d txAUkng component. not a Irtm system. Before trse. the building designer mtal verity the appliccriAlty, of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of IndMcluoi trim web and/or chord members only. AddlAond temporary and permanent bracing M iTek' is always required for slablllly and to prevenl collapse wllh possible personal Injury mud properly damage. Rx general guidance regarding Brio fabrication, storage. clellvery. erection and tracing of trusses and frtm systems. seeANSVWI I Quality Criteria, OSS-89 and 6CSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. lee Street. Suile 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ory Ply T12973807 WP0002 CJ3 Jack -Open 8 1 Job Reference (optional) Builders FirStSource, f ampa, Plant city, hlonaa 33566 U.13U S sep 15 ZU1 I MI I eK Inaustrle5, Inc. I ue Jan la 1Z.3Z:ae Zula rage i ID:Kf1YNX6mvAVukxMbjix9kpz4RS4-ga4yw8unCfD2DM2vM XSge_TISF7mJzIFHcxFCzunGY 1.0.0 3.0 0 1.0.0 3.0 0 2x4 = Scale = 1:10.8 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) 0.01 2-4 999 ISO BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20°b LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2=-63(LC 8) Max Grav 3=63(LC 1). 2=178(LC 1), 4=56(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc puriins. 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.Opst; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0°b 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING - verily design Parameram and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47473 mv. 169=16 BEFORE USE. Design vaild for use only vAlh Nillek8 connectors. ltth design Is based only upon paanelers Mown. and Is lot an WhAdual building comlwnenl. not a Inas system. Before use. the btDdrtg deslgnet must verily the applicability of design parameters and properly Inealbralo this design Into the ovotall building design. Bracing kv.11coled Is 10 buckling of Individual truss web and/or chord members only Addliiawl lernpotay and permaoenl tracing WOWptevenl It always tecadred lot stability and to prevent collapse wilh possible personal hkry and ptopeny damage. For general gtldutce regrading Mw 6904 Parke East Blvd. labrkbarlon, storage, delivery, erection and tracing of trusses and fniss systems, soeANSI/TPI I Quality Criteria, OSE-89 and SCSI Building Component Tarrpa. FL 33610SafetyInformationavdlalxefromtrussPlateInstitute. 218 N. Lee Street. Salle 312. Alexanclda. VA 22314. Job Truss Truss Type Oty Ply T12973808 W P0002 CJ5 Jack -Open 8 1 Job Reference (optional) Builders FuslSource, Tampa, Plant City, Florida 33566 6.130 s Sep 15 2017 MI I eK Industries, Inc. rue Jan 16 12.32:69 2018 rage r ID:KflyNX6mvAVukxMbiix9kpz4RS4-ga4yw8unC1D2DM2vM XSge_MNBC4mJzIFHcxFCzunGY 1.0 5.0.0too5.0.0 11-8 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCOL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale = 1:14.9 DEFL. in (loc) Udell Ud PLATES GRIP Vert(L-) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.06 2-4 >909 180 Horz(CT) -0.00 3 n/a rVa Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc pudins. 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.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2.0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING - Verily detlpn peremotere and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1-1179 mv. 1402)2016 BEFORE USE Design valid for use only with MllekB)ConneClors. it* design Is based only upon paatmelefs shown. arid Is (Oran IndlvkAral b ildxhg component,nol a miss system. Before use. the bxrllding designot roust verity the applk:at'Alty, of design pararnetels and property trhcorporale this design Into the overall building design. Bracing halcoted Is to Ixevent I)trclrimg of Individual Inns web mid/or chord members only. Additional temporary and permanent bracing WeW Is always requited for stability and to Ixevent collapse with posslNe personal miry and popery damage For general guidance regarding to labrtcatlon, storage, delivery, election and bracing of trusses and tors systems, seeANSI/1PI1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. ' i Safety Irdormatton ovaltabxe from truss Nate Inslltule. 218 N Leo Street. Salle 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty, Ply T12973809 W P0002 EJ7 Jack -Open 16 1 Job Reference (optional) Builders First5ource, 1 amps, Plant Gtry, moftoa j3bbb o. rev s sup ra cv r r mr r an mu-11-, u1, i uv our 1v 1 .Vw . ID:KffyNX6mvAVul aMbjix9kpz4RS4-ImdK8UvPzyLvgWd5wi2hDsXRWbSHVmOvUwUoezunGX 1.0.0 7.0-0 1.0.0 7.0.0 Scale = 1:18.8 34 = LOADING (psl) SPACING- .2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.16 2-4 514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.21 2-4 394 180 13CLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0.3.8, 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3_ 104(LC 12), 2=-83(LC 12) Max Gray 3=165(LC 1). 2=318(LC 1), 4=125(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. 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.Opsh h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1.0-0 to 5-0-0. Exlenor(2) 5-0-0 to 6-114 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 3=104. Q WARNING • Var11y desgn petamoem and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF7473 rev. I0OM16 BEFORE USE. Design valid lot use only vAth Mllek® connectors. tMs design Is bled only upon parameters shown, and Is for an Wivldual building component. not ng designer mtrst verify the applicabllly of design parameters and 1xolWy Incorale this design Into the overallatrustsystem. Before use. the building tpob building design. Bracing indicated Is to prevent buckling of Indivbdtrd truss web and/of chord members only. Additional temporary and permanent tracing WO_ is always required for slablllty and to Ixevenl collapse wilh lesslxe personal Way and property damage. For general guidance regarding the fabricabkM, storage. delivery. erection and bracing of trusses and truss systems, seeANSI/IPI I Quality Cdleno, DSB-89 and BCSI Building Componanl 6904 Parke East Blvd. Safety Information available Iran teas Bale Institute. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type Ory Ply T12973810 W P0002 HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) uumers I-irsl50urce, 1 ampa, Plant city, monoa 33Sa6 a.13u s bep 10 zu1 r Ml I en mausrries, Inc. I ue Jan 10 l d:JJ:V i zu 10 rage I ID:KfjyNX6mvAVukxMblix9kpz4RS4-nzBjLgv1 kGTmSgCITPZwl34nV?VLECT2ia52K5zunGW 0.8.8 4-7.13 0.8-8 4-7.13 Scale = 1:11.3 2x4 = 2x4 II LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In poc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) 0.02 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Ven(CT) 0.04 2-4 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a I'Va BCDL 10.0 Code FBC2017/TP12014 Malrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=147/Mechanical, 2=218/0-10-15 Max Horz 2=64(LC 7) Max Uplift 4=-50(LC 8), 2=-101(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15(t; Cat. II; 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 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=101. Q WARNING - Vodfy dealln parameter and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M/14473 tev. 1003/2at6 BEFORE USE. Design valid for use only vAB1 Mlteit®conneclors. Ihlsdesgri is based only upon Parameters shown, and Is lot an Individual "ding component. not a fniss syslein. Before use. the building designer mtrsi verify the apPlkabllly of design lararnelers aril txopesly Incotporate Ih6 design Into the overdil Biacing Indicated is to buckling Individual buss web and/or Chord membeis only. Additional lemposary and permanent Ixaclnlg M iTek' ixNdlrlg design. prevent of Is always required lot slalxllly and to pievenl collapse wllh possible personal May am d Ixopefly damage. For general gtddance regarding the 6904 Parke East Blvdfabrication, storage, delivery, election and txmho of trusses and buss systems. seeANSIfFPI I Quality Cdbeda, OSB-89 and IICSI Building Component Tampa. FL 33610SafelyInformationavdtaileDomtrussWaleInstitute. 218 N. Lee Street. Suite 312. Alexandda. VA 22314. Job Truss Truss Type Ory Ply T12973811 W P0002 HJ7 Diagonal Hip Girder 4 1 Job Reference o tional tsuoiaefs Flfsiboufce, I amps, viant Glry, Monde J3a06 a. iju 5 aep toevi r MrreK rnvusumb, rm;. rue Jam ro rL-JJ:vt evro Scale = 1:21 2 2x4 2x4 LOADING (ps() TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.45 BC 0.47 W B 0.18 Matrix-SH DEFL. In Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.01 loc) Well Ud 2.7 >999 240 2-7 >978 180 5 We n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 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. (lb/size) 4=11/Mechanical, 2=449/0.4.9, 5=425/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-36(LC 22). 2— 145(LC 4), 5=-161(LC 8) Max Grav 4=21(LC 18). 2=449(LC 1). 5=425(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-630/182 BOT CHORD 2-7=-216/562, 6-7=-216/562 WEBS 3-7=0/374, 3-6=-743/285 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed (or a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=145, 5=161. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1-4-15, 64 lb down and 80 lb up at 1-4-15, 29lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4-2-15, and 53lb down and 92lb up at 7-0-14, and 53lb down and 92lb up at 7-0-14 on top chord, and 2lb down at 1-4-15, 2lb down at 1-4-15. 19lb down at 4-2-15, 19 lb down at 4.2-15, and 39 lb down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-91(F=-46, B= 46) 7=-39(F= 20, 8= 20) 8=42(F=21, B=21) WARNING • VMfy dadyn portrmoron and READ NOM ON THIS AND INCLUDED NREK REFERANCE PAGE 1111-7473 rov. I041 MI6 BEFORE USE. Ikon vCild lot use only vAth Mllek® connectors. 11rs design is lased only upon IxBameletr shown. and Is for an h livid WI bulding component. rqt a truss system. Beroto use. the Welding do9gner meat verify the applicability of design parameleis aril propedy incorpwtale this design Into the overall building design. Bracing Indicated Is to buckling of Individual Inns web and/or chord members only. Additional temporary and permanent txocfrlg MiTek' provenl 6 atwoys rectured tr slablilty aid to prevent collapse wllh possNle personal awry and Ixoperty damage. for general gu ldatce regarding the 6904 Perks East Blvdfabrication, storage. c1WNery. erection and brachia of musses and truss systems. scoANSI/iPi 1 Quality World, OSS-39 and SCSI Bulling Component Tampa. FL 33610SafetyInformationavailablefromItrasRateInstitute. 218 N. Lee Street. SJIe 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T12973812 W P0002 M 1 Morwpltch 12 1 Job Reference Innfitnal Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 16 12:33:02 2018 Page 1 ID:KfjyNX6mvAVukxMblix9kpz4RS4-F915ZAwfVabd4gnU 16491 HczEPHlzfiBxErbsXzunGV 0.6.0 3.4.0 I 3-4-0 — 2x4 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matfix-P DEFL. in (loc) Udefl Ud Ven(LL) -0.00 2-4 >999 240 Vert(CT) -0.01 2-4 >999 ISO Horz(CT) 0.00 4 rVa n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=99/Mechanical, 2=157/0.8-0 Max Horz 2=64(LC 9) Max Uplift 4=-36(LC 12), 2=-53(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:1 1.4 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 3.4-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load rlonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4, 2. WARNING - Vediy derdpn pareraefere end READ NOTES ON THIS AND INCLUDED Mn'EK REFERANCE PAGE M174479 rev. t4WMIS BEFORE USE. Design valid for use only wllh Mllek® connectors. this design is based only upon parameters shown, and is for an Indlvlduai building comlon0nt. not a truss system. Before use, the Ixdkllng designer m usl verity the applicability of design lxaameters and properly Inconxxate 0% design Into llw overall IxMdlrg design. Bracing Indicaled Is to b ucklI of IndMdual truss web and/or chord members only. Additional lernporary and permanent bracing WOWpreventg is always required for stafAlly, and to prevent collapse with posWe personal Oyray and properly damage. For general guidance regarding he 6904 Parke Easf Blvd. fahxk:allon. storage, delNery, erection and bxaclrg of trusses and truss systems. seeANSI/TPl1 Quality Criteria, OSS-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromtrussPlateInslllule, 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/loin For 4 x 2 orientation, locate plates 0-'ne" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use, Tor I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing- of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS o cra c2a e 4WEBS C co 1p n 4 a Epp V O c7-8 cea css BOTTOM CHORDS r•1 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 5 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTekO All Rights Reserved M1I MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design boding shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore reguloted by ANSI/TPI 1. 7. Design assumes trusses wul be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise rated. moisture content of lumber sholl not exceed M at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to comber for dead bad deflection. 11. Plate type, size, orientation and locotlon dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and In oil respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and food vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, bock, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. FJl 28-00-00 16' BCI7 6000s-1.8 1 8 FJ2 19-00-00 16' BCI? 6000s-1.8 1 10 FJ3 15-00-00 16' BCI? 6000s-1.8 1 5 FJ4 4-00-00 16' BCI? 6000s-1.8 1 2 BM1 21-00-00 1-3/4' x 16' VERSA -LAM? 2.0 3100 SP2 2 BM2 4-00-00 1-3/4' x 16' VERSA -LAM? 2.0 3100 SP2 2 Rml 12-00-00 1-1/8' x 16' BC RIM BOARD OSB 1 6 Bk2 2-00-00 16' BCI? 6000s-1.8 1 14 PA-11-0 Lr M. AA-A-n 0 0 0 0 Il ip w PJS 2NA6 NOTES: D REFER 1 ALL M111 WOAD REFDt 06 FOt 3) a v K CMvortmwlr u ALLNAn SPA MWE°St U 11 AU 00NSTDE %AACinAD V %% BERG rAUn ILLNilla6 u 91HOW SE NM ALL HMDW&1 E1rohDS1N DFAWAIMAMM OMD M K nos LAYOUE a BE aE SOEILE RR =TNJ O' lAls AND v®s ALL PRfVmIS NlOtMULAMn REDANDAEf1ROVAffnotLAEE RAVED UK ANY MO WILL K W. aw= M DOVE KADW OMND nMY WILL bpwMWI1tI L' 4uildersrstSourceOrlando PHONE, 407-851-2100 FAXs 407-851— Plant City PHONEe 813-759-5951 FAXi 813-752 ULwb Starlight Hones 1605 Endeavour T WP0002 10/ 9/17 Posh r, RECORD COPY D City of Sanford WIS%N _ Building and Fire Prevention S Product Approval Specification F J\,-DING SANF0RD Permit # # 1 8- 9 3 5 0 Project Location Address 3" t u As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO. INC ALUMINUM ROOF LOUVER FL3792-RIO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online Busin ss 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats & Facts I Publications I FBC Staff , BCIS Site Map 1 Links I Sear. pr IProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Oj Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLlS036 R2 Eauiv (b) Eauivalencv of Standards.odf https:/ twww.floridabuilding.org/pr/pr app_4ti.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A i Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for,Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 I e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ- Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 36.6 f. ClassicCraft Fiberglass Door, r - - Limits of Use:_ - _ _ _ Approved for use in HVHZ: Yes'_ Approved for use outside_ HVHZ: Yes, Impact Resistant: No] Design Pressure: N/A'- _ Other: See INST 15036.6 for Design Pressure Ratings, any _- additional use limitations, Installation instructions and product Description j 68 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (al Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.2.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a)Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLlS036 R2 II (a) Inst 1S036.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - O_ _utsw_ ing Z Inswing (X) Configuration; Installation Instructions 1`1_15036 R2 II (a) Inst 15036.6.odf, Verified By: Lyndon F. Schmidt, P.E. 43409, Created by Independent Third_ Party: Yes Evaluation Reports _ 1, FL15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes, https://www. 1 /2/2018 k' 15036.7 g. ClassicCraft Fiberglass Door WO "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 It (a) Inst 15036.7.pdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraR Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 II (a) Inst 15036.9.11df Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraR Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wk- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen. under Chapter 455, F.S., please click here_. Product Approval Accepts: E El0ElE2 Credit Card Safe https:/twww.floridabuilding.org/pr/pr app_dti.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. eogt eets Signed & Sealed by 0 SCHM ie Lyndon F. Schmidt, P.E. G EN"' No 43409 9 STATE OF • 0j ii'S • C O R 19 •• C7Noe 4* O N AQ %, Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 J%J%JICJ 77 Of \ I A V sic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that 3C. HVHZ' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. Jal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes OVERALL WIDTH 0z zZ z O L W 0 = 2 W A- W J U- J lU LU it o EXTERIOR 499 4.11 T— io Lil—L 1.49f"F- - 3Y' r F11 EXTERIOR INTI SG >= 0.67) l ,% 4 $ @.ago 0" s, CSINK TYP.) INTERIOR EXTERIOR 4 A 4 A 4 3 3 3 INTERIOR EXTERIOR w/1X sub -buck INTERIOR EXTERIOF L W EXTERIOR INTERIOR E a a G a Q° a a a J F_1 r7 MASONRY OPENING FRAME 2X BUCK STRIKE JAMB ih 10 , vi N MASONRY OPENING h N. 3 2X BUCK— N FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. is "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN: CLEARANCE::: `MIN;:CLEARANCE: Ni....::.::...... .. TO:MASONRY"-:-.:::`, ` .-TO`ADJAGENT::;;':` BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF MASONRY J OPENING FRAME X d 1 U 6" WI TYP. HEAD JAMBS 0 2x BUCK _ F I FRAME ANCHORINC Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF 0 7 X FRAME ANCHORING Masonry I X buck construction For DID <= 48 PSF rs may be adjusted to maintain the min. kX. ON CENTER" must be adjusted to tar joints, additional concrete anchors 4 CENTER" dimension are not exceeded. VTO MASONRY:.::::.'. Fhr .•.. :...AMfJ46R' ::A HINGE JAMS MASONRY OPENING lJ0.lVAV"- I X BUCK FRAME ANCHORING Masonry I X buck constriction For DP > 48 PSF and wr -* 7 OCE 2- Zv to T WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL 2ETE SCREW STEEL 2ETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL GONATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC DDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56" N o F--- 2.36. _T 8819yp HEAD b SIDEJamb M Li 4.63' _ M O 31 BUMP FADE THRESHOLD LOW PROFILE 5.75' 33 SELF ADJUSTING SADDLE THREHOLD T L 4.56' N O El R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA 5036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks. VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. tj%4t5Edit?,# 10 Signed & Sealed by pjrs i' 000e Lyndon F. Schmidt. P.E. C Signed & Sealed by 00 • F 000Lyndon F. Schmidt, P.E. No 43409 rr aa I O : m 0 STATE OF :fig 0 a i O Ft l n - : oo+ 1Q9a....e49t Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 V`J%JKQ Ssic-Craft, RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a bitect. ital sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. 53.13" MAX. OVERALL WIDTH ZZ 3 H z o LU W w wii U_ W J J _j Q -! W WLU O O i b a M ..'-: ;:: ; ;:WITHOUTSURFACE W1TH<SURFACSWING. > `;` : ::; ;::"F.RAME:,,::.-;:....::::. •:•: • :.::.; ;::•:.::::.....:. •.......... DIMENSION ::::: ;`:';`:.::.::::::::::•' ;BOLTS.::: ' ::' :): ;;'::"::•:: `.; ` : :::B.OLTS" O::T:OV` `°:V......•...................E'"NEGATIV;:..PSITIE PSI"':"'NEC L:Al CRI\!R INTERIOR 1 HORIZONTAL CROSS SECTION 2 42 TOP RAIL 1.49" f 30" Ir SG >= 0.67) 4f EXTERIOR 4.11" 43 IATCH STILE- _ _ . En n^vv as n&it _ 5' GLASS BITE 23 25 EXTERIOR z7, INTERIOR 25 G >= 0.42) e frame screws) is INTERIOR SEE NOTE 1 22' v 29 G 1 GLAZING DETAIL 5 insulated glass w/ smc lite frame 1/2" MIN. GLASS THK. EXTERIOR TEMPERED GLASS FAIR SPACE 1/9, TEMPERED INTERIORGLASS s' r_i eec G 1 GLAZING DETAIL 5 insulated glass w/ pvc rite frame MIN. ASS THK. 1/81, TEMPERED GLASS AIR SPACE 1 /8.' TEMPERED GLASS EXTERIOR I INTERIOR EXTERIOR 0.15, CSINK TYP.) IZONTAL CROSS SECTION Mng shown - inswing approved MAW -WI -1 NOTE: 115' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP,) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5', 31", 48.5" & 66". 8 7 40 SEE NO' 61 5 5 5 EXTERIOR 4 5 4 INTERIOR EXTERIOR Shown w/1 X sub -buck IQL:KOIN EXTERIOF vo v V o o v o o Q Q L 63 19 nzo: INTERIOR 60 61 SS SECTION nswing INTERIOR EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 z a for "HVHZ' Water infiltration ? requirements m W Ink f Mel11 a Qo a Q U19 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck 60 61) INTERIOR 8 r 0 z d L W 19 M - CD SEE NOTE 1 EXTERIOR CAL CROSS SECTION ring shown - inswing pproved EXTERIOR Jrnz CDUL e 11polow WPM- inr%A- o o s 1157' VERTICAL CROSS SECTION Outswing configuration A Shown w/1 X sub -buck O NOTE: 1. Anchors ass'y thr( sill at 4" in from e< INTERIOR EXTERIOR AULLION OWN FOR FERENCE ONLY BORING 12 MASONR OPENIN( 0 10 FRAA 0 2X BI rrers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortar joints, additional concrete anchors ON CENTER" dimension are not exceeded. I I I I I SEE DETAIL 1 L Y TYP. HEAD — JAMBS EOM TYP. — IE 1CK F TYP. c N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWIN, L INSWING M OUTSWING L INSWING LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) Iq W) C4 h C4 I HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) a - MASONRY OPENING I FRAME 1 X BUCK a a a SEE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to u joints, additional concrete anchors CENTER" dimension ore not exceeded. MIN:'CLEARANCE.:::MIN:, LEARANCE: TOWASONRY, `:':::.'::TO:ADJACENT HINGE JAMB MIO N h N U; INSWING M OUTSWING 0 27 L INSWING LATCH & DEADSOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WUVU 24 1/4" INILR(;LPI SPAULK SIM WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/2" PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;. 125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0' L. X .25" THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL I j 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW13/16!'X STEEL 67 3-3/4" PFH ITW CONCRETE SCREW STEEL tn o ct"y 2.17' 16 OUTSWING SIDELITE 2.59" Spacer 1.68" 2.14" 1.69" - —1 l o to IV !ZF/-, s4ymp--FACE THRESHOLD I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Atuhorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging DoDoor 118 Industrial Or. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA 5036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) D ZF1 1327&06 0 Lyndon F. Schmidt, P.E. 3. Calculations Prepared by e0004o • ....... 1Q p e Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Qoe '.•'C S:•.• .t yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance d k •• '' • Certificate of Participation issued by National Accreditation and Managemel; Institute, certifying that Therma Tru Corporation is manufacturing products -0 STATEE :71= " Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISO/IEC 17020 and . IV Guide 53. %,•,•f` " ` 000 FL PE No. 43409 i . •, OR 110... \ eo 10/16/2017 Sheet 1 of 1 o A sovv1%W 3sic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck to details of this drowing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet tVHZ". g configurations using sill items #31 & #33 under the active door do not ients for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. 68.5!' MAX. OVERALL WIDTH z Z z Z s o W UJ W = LU WU- WLL J JJ CXwLU O b 000• a i'iu ru r is e v G >= 0.67) tXItKIUK INTERIOR 1 HORIZONTAL CROSS SECTION T- qMTOP. RAILYLEA& HINGE STILE IIM I IIII elATCH STILE 1.49'-1 Clt BOTTOM RAIL EXTERIOR INTEI M 5' GLASS BITE 23 EXTERIOR 25, INTERIOR 25 SG >= 0.42) e frame screws) is SEE NOTE 1 24 29 SGLAZING DETAIL S insulated glass w/ smc lite Frame S' GLASS BITE 1 /2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS FAIR SPACE TEMPERED INTERIORGLASS 25 1.08" ZO I v 18 GI GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/9, TEMPERED GLASS EXTERIOR INTI 18 29 SEE NOTE 1 INTERIOR EXTERIOR 0.15, C'SINK TYP•) IZONTAL CROSS SECTION wing shown - inswing approved 15' 0.15, INK C'SINK P.) (TYP.) 3 8 r INTERIOR 40 20 14 11 l M l SEE NOTE 1 M) (50 EXTERIOR (1n l r 12 SEE NOTI INTERIOR SEE NOTE 1CM EXTERIOR 50 v v v v a o• v' 20 C A JLJ6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". C n 0.15, C'SINK { IYP.) I 8 7 XTERIOR 40 4TERIOR 20 12) r, v Q e e v v v e MW 63 19 -nz INTERIOR U -- 60 61 SS SECTION inswing WINICN L zaCi EXTERIOR 4 VERTICAL CROSS SECTION 5 Inswing configuration _ see general notes, sheet 1 z a for "HWE'Vater infiltration requirements CO w Shown w/ I X sub -buck EXTERIOR INTERIOR s O O e O Za L Cd W 19 M `— Za- oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ling shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 a z 16 i S0 h Z a oV CL N WE4.. e.. O J A 11 50 M SEE NOTE 1 INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 50 6 Shown w/1 X sub -buck o A D 5 VERTICAL CROSS SECTION L. Outswing configuration 39 E 19 NOTE: 1. Anchors ass'y thri sill at 4" in from e, INTERIOR EXTERIOR MASONRY f OPENING FRAME 2X BUCK 0 " 0 0 ANCHORING STRIKE JAMB ers may be adjusted to maintain the min. C28 1AX ON CENTER" must be adjusted to rtarjoints, additional concrete anchors N CENTER" dimension are not exceeded. MIN;`CLEARANCE "MIN.. CLEARANCE JO'ADJ CENT. .,' 4 TO MASONRY*'. A ANCHOR::::::. : 21' 4" C27 in 1 4" II t,.I, 14IIII SEE DETAIL I I I I I TYP. HEAD & JAMBS TYP. F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction OUTSWIN, L INSWING OUTSWING L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 10 C4Ln Ui C4to F N HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 W MON murzo: n 6ONI ENIN, FRAM IF. FRAME ANCHORING Masonry t X buck construction rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors J CENTER" dimension are not exceeded. GLEARAN... . .. N:...... CLEARANCE' TO MA:SONRY:..::.::::. ':: TO ADJACENT—-..- ANCHOR:'.::.::;. HINGE JAMB o C4 to vi C4 N 6 INSWING M) OUTSWING 27 LATCH b DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGEDETAIL Attac strike ; as sh. rLI7 tf TV%J%JN LK 1/4 11`41Cr%%.,Lr1 JrP%%iLr% 01CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS HEATHER -STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. J STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1/7' PFH SCREW STEEL PE 65 3/16' X 2-1 /4' PFH ITW CONCRETE SCREW STEEL 1 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL 16 OUTSINING SIDELITE Spacer 2.14' 1.69" --j N O I 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Bo.x 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed; P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) e°ir fOLROJdoB Lyndon F. Schmidt, P.E. o q S c W 91 aoAe4. Quality Assurance m F' •••-. • s Certificate of Participation issued by National Accreditation and o vo :-,lG r'' 5:• ,io Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. v • E :ter Lyndon F. Schmidt, P.E. Sj l OF -l' a FL PE No. 43409 AI O t F •\, 10/16/2017n Sheet 1 of 1 eiJ; its c .. a tQua Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by VVVKJ 74.5' MAX. OVERALL FRAME WIDTH ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). ind spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS general notes Z Z 3 o UJ UJ W W 1c1/. J U- J JJ W ofW O e o X p a X Q b h 000• aLao SWING:::>.:.::.:::.:...::.::`:.; PENSION .:>`;,:'..,..:::;.;.,., BOLTS::;.'.:` :::::::::::::::::: LTS• Is EXTERIOR yo 44 EXTERIOR 4.11" 1.48" T 60 2 42 TOP RAIL 43 LATCH STILE 1.49" OAK (SG >= 0.67) JILL INTI 0" 5, C'SINK 11rP.) I!I I!I V-9- I!I O I ism INTERIOR EXTERIOR 4A4A4 INTERIOR EXTERIOR INTERIOR EXTERIOR r4" VERTICAL CROSS SECTION Inswing configuration see general notes, sheet t for "HVHT' Water infiltration requirements EXTERIOR Shown w/t X sub -buck a v .. d ° i v EXTERIOR A_i MASONRY OPENING 2X BUC corners may be adjusted to maintain the min. BUCK ANCHORING I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN: CLEARANCE::: 'MIN.:CLEARANCE. IIN: TO--MASONRY"-,:.::::::;`TO--ADJACENT. `* DMENT:: ............ :...:.:.. ANCHOR`:::;:::.::: iIN' 2" 4" zo SEE DETAIL BEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY 2 —7 IL —\ TYP. rA— 170 11 SILL FRAME ANCHORING sonny 2X buck construction or DP <= 48 PSF ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN. .'.. . - ... N -IMIN' ACLEAR.. -.-CLEAR.- -NCE 10. MASONRY.' TOADJACENT:,: DMENT.: EDGE.." 2" 4!1 FI 6„ I II I I Zo SEE DETAIL MASONRY TYP. HEAD OPENING & JAMBS ASTRAGAL SHOWN FOR REFERENCE X 0FRAME-/ ONLY Cq U 2X BUCK SEE DETAIL F TYP. SILL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 Ei Iq HINGE JAMB MIell, j I I I I to T SEE DETAIL 1 t„ 1EAD MBS ASTRAGAL SHOWN FOR REFERENCE a i ONLYF TYP. FAIL ( SILL FRAME ANCHORING sonny t X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d os 'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN.:: CL:EARANCE- ;" IN. CLEARANCE: WIN... >`.:: :....... :.. .......: TO MASONRY:..:::: ; :TO.'ADJACENT.:: EDMENT::::::.:.:.::;:...:.::..:. :.::-::c .:..:.:.:.::.:...... EDGE::::: : •:: •.:.:.::::;.:: ANCHOR:: ::.`:: 211 4" 7TYP. MASONRYHEAD OPENING g JAMBS FRAME I BUCK, DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 ri I I I to SEE DETAIL I„ _ SEE DETAIL - ASTRAGAL SHOWN FOR REFERENCE ONLY _ III g F TYP. SILL FRAME ANCHORING Masonry t X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 N rq LO CJ_ HINGE JAMB 95.25' 8" 18.39' 20.63' 185' 14.36' 13) TYP. TYP. 3.25' SEE NOTE 1 4 -- 0. n!, ASTRAGAL DETAIL TYP. 13 4.6 3.25' 7' 0.75" TWPnW AT TWF T()P ANTI rYvvv WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.I S' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. IEATHER-STRIP FOAM iEATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL VURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ZOFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25' THK. STEEL STEEL kLE END X 1-3/4" L. STEEL STEEL 4.00 N esHEAD 6 SIDE Jamb M 2.20" Tl- 4.63' c 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l L Lo 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' to 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo. FL 33S95 Phone 813.6S9.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door w/ Sldelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA5036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336•A,B.0 TEL 01460339-A,B,C STTS00001 15427-107362 AT167508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) atpea"693tt Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ooQ° t Sol-wuP Signed &Sealed by 9 Anchoring RW Building Consultants, Inc. (CA#9813) eo0° :•'C Cf';•T 4s yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. o ' • : 6sNO4:3409 4. Quality Assurance r Certificate of Participation issued by National Accreditation and Managemeri Institute, certifying that Therma Tru Corporation is manufacturing products -0 : Fr' m Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and J3 S i?. rC- OF /oqtYP9P £1 FL PE No. 43409 Guide 53. 10/16/2017 Sheet 1 of 1 `S, t . ; : R f? yam Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. vv v 3sic-Craft. SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material co. t is required to be protected with an impact resistant covering that 1C. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet V HT'. 3 configurations using sill items #31 & #33 under the active door do not ents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Glazing detail s 105.5' MAX. OVERALL FRAME WIDTH ZZ Z O x w x W w x W J _j Q J W Q O Q X i< b Go a L F.9- I FINI tAltKlUK K7 44 4.11 1.49' to K, 29 1.49" 30r' 1.49' T io 0.67) EXTERIOR INTEF d 71 mitiru.1mig /7-'\ nomw RAU SEE NOTE 1 5" GLASS BITE EXTERIOR INTERIOR G GLAZING DETAIL 5 insulated glass w/ smc lite frame iG >= 0.42) frame screws) is INTERIOR HORIZONTAL CROSS SECTION 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 5'GLASS BITE EXTERIOR 2526 INTERIOR C25 22 25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 0.15, CSINK TYP.) INTERIOR EXTERIOR IVI MR IN RIZONTAL CROSS SECTION swing shown - inswing T approved 5 4 3 6 6 A, 6 rb od lical 31 ", INTERIOR EXTERIOR L.j vvv mmm vv rrr 0 INTERIOR 5 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/l X sub -buck 0.15, CSINK TYP.) I 8 40 EXTERIOR 20 INTERIOR 10 12 C a. a v a INTERIOR 0 4-"'\ VERTICAL CROSS SECTION 5 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements i w EXTERIOR 62 40 INTERIOR 7 8 i6 WX, N WNLL M to'z o; SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Aso approved EXTERIOR SO in Z a Z a L EXTERIOR SEE NOTE 1 l M CL d a d.. . a a w d E INTERIOR 5 VERTICAL CROSS SECTION 6)Outswing configuration J s o e• Za A C Uu Q/ D5O M 19 SEE NOTE 1 INTERIOR EXTERIOR 2-* VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR • ME FEMP 01 o e e ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING. MASONR OPENING T L FRAM zvCL j T0 2X 81 d _ comers may be adjusted to maintain the min. I as "MAX ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX ON CENTER" dimension are not exceeded. EM1N.-.CLEARANC- EJAIN CLEARANC TO- MASONRY/:`.`." ADJACENT:,- bM'ENT.*:'*:.-..-.-.-...--.-..--..-...... EDGE -ANCHOR 1/4' 2" 4" 1/4!' ' I lot 4" ASTRAGAL STRIKE JAMS SEE DETAIL to PTYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE IE M TYP. ONLY d ICK N F TYP. SEE DETAIL SILL DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 6 3) 6 5j., 6 6 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL C4 j HINGE JAMB 12 10 HINGE DI SEE DETAIL fill$ TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL HINGE JAMB FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to arjoints, additional concrete anchors I CENTER" dimension are not exceeded. CLE.ARAN.CE.-":`M-io.'.'C:.CLEARANCE: :f.: j.0.-A iACENV.. ANCHOR,'.-.'---. LATCH & DEADBOLT i HINGE DETAIL 63 67 95.25' t.88" 18.36' 20.6X 18.5' 14.M' 13) TYP. TYP. SEE NOTE 1 I I---- 0.06" ioIRCV 0.1 Y 1 ASTRAGAL DETAIL TYP. 13 4.5' 3.25' 2" 0.7S' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD iN WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.91. X .25" THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /7' PFH SCREW STEEL 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL N I—T fn 2.17' 16 OUTSWING SIDEUTE Spacer 2.14' 1.69" f '2 31 BUMP FACE THRESHOLD LOW P 2.15' 1/2/2a18 Florida Building Code Online usiness &Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications 1 FBC Staff I BCIS Site Map I Links I Sear. brida 5pr Product Approval l i USER: Public User a^ Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsidinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE vej Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online i Date Approved 10/10/2017 FL Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NOW REINFORCED Limits of Use i Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.odf LGS i at b d e n it a 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NOW d i REINFORCED Limits of Use i Installation Instructions d Approved for use in HVHZ: No FL15332 R4 tI 08-00498E.pdf dApprovedforuseoutsideHVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes d Design Pressure: N/A i Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510805D.gdf RATINGS Created by Independent Third Party: Yes 4 4 REINFORCED Limits of Use j Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE S12968C.odf 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96"I d REINFORCED Limits of Use i d Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-02249C.odf d Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes o Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512969C.odf d RATINGS Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-022SOC.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S12970C.pdf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL!DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510806D.13df RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use I Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00501E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL1S332 R4 AE S10808D.pdf 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x8O" NOW d REINFORCED Limits of Use Installation Instructions d 1 /5/2a, 8 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: 'No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R4 II 08-00503E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.Odf RATINGS Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licem under Chapter 455, F.S., please click here_. Product Approval Accepts: a91ER Credit Card Safe https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXOwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM. 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO N07 REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP. PX. XIP. PIX. TABLE OF CONTENTS DESCRIPTION 1 I NOTES ' 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS KV I L VIIOaI I as I -um 1 A I ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTINC 10/29/13 R.L. C ADDED FIANCE AND FlN INSTALLATKINS 12/06/13 R.L. D REVISED INSTALLATION DENLS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 062012017 MI WINDOWS AND DOORS LLC L1IIILNI/YY 65D WEST MARKET STREET S R. f 0 i GRATZ. PA 17030 GENS d+ 0AT ,,,, 66 25SERIES420SGD 96" X 80" NON —REINFORCED o e;1 NOTES TOF H2O , W PF•' c[OR10P• owwreorcra. ntv F. A. 08—OD498 E O 1ii11 G`\` u LuisR. Lomas P.E. 62514 NTS WE 02/23/09 OF 10 LRMR10L0NNJP. E. 1i * 000ADWRDLEWISVXLF-NC2= Nt4804W9 immas0Alomup mm No.: F1 HI 6_ MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED 17' MAX D.C.1 6' MAAxx 17' MAX O.C. to- T O X tAx AME ICHT 6 btAx 1 SERIES 420 SGD, EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEECHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES., 1. MAXIMUM PANEL WE., 46 vrx 7r 2. MAX/MUM D.L.O.: 44W x 74 5B' 6' MAX F((1) FLAT MOUNTED HANDLE SET (PART 09944-145) LOCATED 38 3W ON CENTER FROM PANEL BOTTOM B. I(1) METALLIC UNDEMROLLERS (PART p99.17.195) AT EACH END OF PANEL BOTTOM RAILS o[SCEvno" ADDED CHARTS REVISED PER NEW TESTING ADDED FLANCE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART/1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET 1 Design pressure Chart (psn Halite 50VIS PW*I and Tote) Flamo Width (in) Height 0 I 3Q0 420 4a0 n) 6a00 7200 8100 9a00 Pos I Noy Pat I Nag I Pas Nag Pos Nog 80.0 40.0 1 S5.1 1 40.0 1 402 1 40.0 43.4 CHART s2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET 1 Design pressure Chart (psi) Fmffie Soo* Panel am Tom Frame Wdlh (In) Height 30.0 3a0 420 4&0 h) 69.00 7200 84.00 1 96.00 Pas I Nov I Pas I Noy I Pas I Nay I Pas I Nog 80.0 55.1 1 55.1 1 482 1 482 1 43.4 1 43.4 40.0 40.0 CHART 03 Number ofenehor10"LlOASrequited Frame Single, Panel and Tom Franc width (in) Height 30.0 3a0 1 420 4a0 H) 60.0 720 84 0 Sao NdS Jamb N&S Jamb N6S JemD N6S Jamb 80.0 4 5 5 5 6 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED ELEVATION F.A. I 08-00498 1 E 15t" NTS " 02/23/09 —2 OF 10 1 L )MEATO LOMaS P.E. 121v000FOAD RD LEw;SVALE. AC 2-w2 U 41110- 0 I4mu2660m+rDO.Com DATE APPROVIM 03/05/12 R.L. 10/29/13 R.L. 12/06/13 R.L 07/30/15 R.L. 06/20/17 R.L SIGNED: 06/2012017 0 r,ENs TAT OF 4u ONA llEe1`\`` Luis R. Lomas P.E. FL No.: 62514 i FI HI 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REQUIRED 6' 17' rAXIC I I I 6' MAX 17' MAX O.C. O X 10' LAX AME IGHT 6' MAX CHART I4 Nrmp4rW 4n Wer 144aUon4 npuln0 R4im Pmnl aw Tool Ud wider (h) bw h) 0 I no 1 42.0 1 4to 6AA T20 eA0 0 HLS Amp xtS Amp NtS Amp HtS Amp dQ0 4 S S 1 S 1 6 S e S SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGNPRESSURERATING I IMPACTRATING SEE CHART #4 FOR NUMBER OF 140. OPSF NONE LOCATIONS REQUIRED SEE CHARTS/1 AND J2 SHEET2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 4e Prx 79' 2 MAXIMUM D.LO.: 44 5 x 74 _W F. A. r-" NTS A 10) FLAT MOUNTED HANDLE SET (PART e99-04.145) LOCATED 3e 3I4' ON CENTER FROM PANEL BOTTOM Jp) METALLIC TANDEM ROLLERS (PART p99.1T IOS)ATEACH END OFPANEL BOTTOM pARS REVM04s ocscRlpnon DATE' APPROVED ADDED CHARTS 03/ 05/12 ILL. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/1S R.L. REVISED WSTALLATION DETAILS 06/20/17 R.L. SIGNED: 06r2MO17 MI WINDOWS AND DOORS LLC 01LIIIII/I/ 650 J\ENSF9` f' GRATZ. PAK17030REETic p 6T T SERIES 420 SGD96' X 80' FIN NON —REINFORCED 9;(/ y, ; FIN ELEVATION pO++,. TAT OF tvZ d/S•jONA 110? C` P Lomas Luis R. LasF,. oNe wD 08 98 E DADA 02/23/ 09 00 OF T O L. AOWRTO LCm46 PS. MVWOiODFORD RD LEMSVXLE. NC 2'o23 4s44"4d s , mm FL NO 1/2• MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEDMENT IBYOTHERS 1/4- MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR 11 II II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTNERS Tew DESIGNED IN ACCORDANCE WRH ASTM E2112 1 3/8- MIN. EMBEDMENT T — 1/2* MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. STANCE RrASIGNS DMcAvION LATE AMWOVED ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND PIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DEVILS 06/20/17 1 R.L 1 /4 MAX. rSHIM SPACE INTERIOR EXTERIOR JAMB INSTALLA77ON DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X SO- NON -REINFORCED FRAME INSTALLATION DETAILS 0"ww. D.c Na F.A. 08-00498 seat NTS oA1E 02/23/09 ISNW4 OF 10 L AMRTO LCA"S P.E. 14V nOOOFORD AD LEWISvuLB NC 270?i 43604WS-C 9 do us6*Ag %j*, " SIGNED: 0612WO17 ft. to G E N.9 - 4P D 5 ••*= Ia TAE OF ,• O Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE EXTERIOR 1 /4, MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 9LL TO BE SET IN L BED OF IPPROVED SEAWJT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INS TALLATOV NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLAAfTY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2' Mil EDGE DISTA I_ 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Kvls I$ OCSCRPIION DAIS APPNaID ADDED CHARTS 03/05/12 R.L. REvISED PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTAUATION OETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAM OMT: N0. F.A.08-00498 seut NTS I DA E 02/23/09 —5 OF 10 L AOBERTO LOMOLS P.E. JN WOODADRO RD LEWISVX LE. AC 27M iAwrAw6vbm&*wcom SIGNED. 06/2O/2017 J`S G E NIO'9 SF ,J1 L o,.6j51 ..*: TTA TIITTE OF : ,,, O N. SSI11 2 OALuis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN 1" MIN. SEPARATION EDGE DISTANCE 4 1 1/4" MIN. a• EMBEDMENT 1 /4' MAX. SHIM SPACE 3/16' TAPCON EXTERIOR 11 II II 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE 3. o MIN .. SEPARATION OSCFVTMN bar PPROVO ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND RN INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 RA. 1 MAX. SHIM SPACE INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS OPTIONAL 1x BUCK JAA48 INSTALLATION DETAIL TO BE PROPERLY COIVCRETSUASONRYINSTALLATION 11 I I I I SECURED SEE NOTE 3 SHEET 1 4• a, 1 1/4' MIN. NOTES: a•' • EMBEDMENT 1. INTERIOR AND EXTERIOR FrNLSHE3. BY OTHERS NOTSHOWN FOR CLARITY. e' . • 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 4 DESIGNED WACCORDANCE WITH ASTiu E2112 2 7/8" MIN SEPARATION 1' MIN. EDGE DISTANCE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET VERTICAL CROSS SECTION GRATZ. PA 17030 CONCRETE/MASONRYINSTALLATION SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS onArrk on¢ na F.A. 08-00498 WALE NTS apt 02/23/09 —6 OF 10 L AOBERTO LONAS P.E. 14M WOODFORD AD LEWISVILLE NC 27M 414688-ow raoffwokvma*vm SIGNED: 0612012017 0 5 •x_ T OF • - 4r ZORM't G,7''` 01VA `1FY\\'Z' Luis R. Lomas P.E. FL No.: 62S14 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW JOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR VERTICAL CROSS SECTION WOOD FRAMNG OR 2X BUCK bVSTAUATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2I 12 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 10 WOOD SCREW INTERIOR E SET IN APPROVED SEALANT MIN. RENT MIN. rvuc uISTANCE 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RLM90MS DESO WTION DATE PPROVM ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESnNC 10/29/13 R.L. ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 RL 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS DRAft WC ND. F.A. 08-00498 SCALE NTS I D"1E 02/23/09 1 "m 7 OF 1 L ROSERTOLONAS P.E. I4.V WOOOFORD RD LEWISVILE. NC 27LU" Ur•6Se•aGo9 rAorru prlovuspo.oam SIGNED. 0612WO17 N y. G E NSF PaA7 5E OF ; QZ 4oFS'c000 G2 dill10NA 11`\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR i DRILLING SCREW METAL STRUCTURE 13Y OTHERS EXTERIOR 1/4- MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ALL TO BE SET IN BED OF APPROVED SEALANT 1/2* MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 lam 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE . KVISONS DOCRpnom DATE APPaam ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS awns owc K L F.A. 08-00498 seuc NTS ' °` 02/23/09 —8 OF 10 L ROSERTO LOLNS P.E. Iran 0000FORO RO LEwISV¢LE. NC 27= U4sIsd60g iaia pn SIGNED: 062012017 E N S4p'9j+ I A 6EOF ;4vO. OR10P GAl Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1- MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1 1/4' MAX. SHIM SPACE 3/16- TAPCON EXTERIOR LLJJ L1JJ INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDCE DISTANCE . I MIN SEPARATION ; • o ' • ' RMS" Dcsc*pno+ DATE APPROVED ADDED CHARTS 03/OS/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETALS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4- MAX IFSHIM SPACE INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL I OPTIONAL I BUCK CONCRETEIMASONRYWSTALLATICN e. 1 1/4' MIN. EMBEDMENTBEDMENT a• L.2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND.IOINT SEALANT BY OTHERS TO BE DESIGNED WACCORDANCE WRHASTM Elf 12 SIGNED: 06aWo 17 MI WINDOWS AND DOORS LLC 111u1ru1,, 650 G ATZ ST PAK11ET7030REET SERIES 420 SOD 61 X 8NON REINFORCED 0 _ FLANGE INSTALLATION DETAILS 0 • TAT OF oa w c osc rm. 08- 00498 E VALE NTS os1E 02/23/09 9 OF 10 L ROBERTO LOMAS P.E. 14XI% 000FORDRDLEwwMLLENC27C! Luis R. L P.E. Lomasas430- 6 009 /uN,arsrnnmprmm FL NO WOOD FRAMING .{ 1/4" MAX BY OTHERS I SHIM SPACE 8 WOOD SCREW INTERIOR 1 1/4" EMBEDMENT D APPROVED SEALANT BEHIND FIN EXTERIOR 7/W MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMWGOR2XBLACK INSTALLATION METAL STRUCTURE EDGE. MIN. BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4" MIN. 8 WOOD EMBEDMENT V* D FRAMING scaEw eY orHEaS INTERIOR 1/ 4" MAX. HOOK STRIP 7/ 16" MIN EDGE DISTANCE EXTERIOR RrAsoNs 0( 3cw lON DATE APPROVED ADS CHARTS 03/05/12 R.L. REVISED PER NEW TESTINO 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS HOOK STRIP SHIM SPACE 110 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALL4T" FOR SILL INSTALLATION SEE SHEETS 4.9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM SCREW 1 PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STAIJCTURE 1/ 2" MIN. EDGE DISTANCE 1 3/8" MIN, INTERIOR • EMBEDMENT HOOK STRIP S010 CREWED I PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCIVWOOD FRAMING 4" MIN. DMENT Lv1XBUCKBY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/ 16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY, CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 90' NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS oR,.. 1c o.e Na F. A. 08-00498 Boat NTS I DATE 02/23/09 — 10 OF 10 L AMRTO LOMAS P.E. 14- V WOODFORD RD UW6VILLE. NC Y)LC'.1 434- 483,009 Abnas@obmaty..com SIGNED: 0G20/2017 VGEN' pF 0 61 •t=_ E OF° c1tOR10t:• jsIONA 11%U` Luis R. Lomas P.E, FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS 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 RESPONSIBILTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE Of 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE J10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL - LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A WOOD — MINIMUM SPECIFIC GRAVITY OF C-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 180A, 33KSI OR ALUMINUM 6063-TS .048• THICK MINIMUM 1S. APPROVED CONFIGURATIONS: OX. XO. XX, xP, Px, XIP, PIX TABLE OF CONTENTS NO. DESCRIPTION t I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS ALWsows o6MVIwM DATE wvaoKc ADDED FLANGE AND FIN INSTALLATION 12/10/13 P.L. . REVISED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC N111LLIYnYi, 650 WEST MARKET STREET O\S !I- L 0,'i GRATZ, PA 17030 GElvi, O 6 >rSERIES420SODREINFORCEDWITHOUTADAPTER 96- X 96* NOTES oTATEOF •y,- i0'cp''°[ORLOP•?: 111SS ONA 11S G` Y ", LYIS R. LOfTOS P.E. pMN:w V.L. uc Na 08-02249 my C suu NTS PAIL 10/30/13 —1 OF 10 LRO8ERTOLO4A.SP.E 14M WOODFORD RD LEw1Sv&LE. xC2= 41+-619.O 09 ,mm FL NO.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART e3 FOR NUMBER OF LOCATIONS REOWRED 6' MAX 17' MAX O.C. 6' MAX 6' MAX f 17' MAX O.C. 96' MAX FRAME HEIGHT 6' MAX / SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA77NO 335.0PSF NONE SEE CHARTS of AND /2 FOR OTHER UNITS RATINGS NOTES: MAXIMUM PANEL SIZE: 461/C x 95' 2. MAXIMUM D.L.O.: 44 Sr x 90 So' FLAT AT 38 314-ON CENTER FROM PANEL SO I AT EACH END OF PANEL BOTTOM RAILS AT ALL PANEL INTERLOCKS CHART sl WHERE WATER INFILTRATION RESISTANCE IS REOUIRED, ttaisia,a Kv WE APPROOM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVSED INSTALLATioN DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L Design pmssuro Mart fps* R P3nw a Tool Fla= Wpm (h) MwIl 3Q0 36.0 420 4&0 h) eD.ag 7200 8400 jv POS7 Nog Fos I Nog Pos Nog Pos moo 0 40.0 1 5&4 40.0 50.9 40.0 45.7 40.0 42.0 e&a 40.0 552 40.0 a&O wo 43.0 39.4 394 920 4D.0 52a 40.0 45w 40.0 a0.6 37,1 37.1 0&0 40.0 49.e 40.0 43.1 3&4 3&4 35.0 35.0 CHARTrr2 WHERE WA TER WFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET 1 Design PfOMfe Chart (ps0 Frame 6hWa Paw ana Total Frame WEm (h) Hftni 3&0 1 310 1 420 AIIA h) 6Q00 7200 1 a400 moo PO s Np Pos I Nog Pos I Meg Pos Nog e40 58A 1 5&4 1 50.9 1SD.9 45.7 OS.T 42.0 420 a SSA 532 48.0 1 48.0 1 43.0 1 43.0 39A 39.4 920 524 I 524 1 45.4 1 45.4 1 40.0 1 40.6 37.1 37,1 0&0 49.e I 49.e 1 43.1 1 4&1 1 3e.4 1 Sew 35.0 3S0 CHART in Numb4r o/onebor lomtlonsrpulro0 Rome SnDte Paw am Tow Frame WIOm Ih) NOO 9&0 3tia 420 4&0 80.0 720 N 0 96.0 Nis I Jamb I AILS Jamb NtS I Jamb NbS Jamb 84.0 4 1 6 5 fl 6 e 6 6 a&0 4 B 5 8 8 6 6 6 020 4 8 5 8 e 6 e 6 ga0 4 8 5 6 6 6 6 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V•I 08-02249 MALE NTS °`rz 10/30/13 ' 5'w 2 OF 10 L ROWATO LOaKS P.E. IAX W'OODFORO AD LEWI V1LLE, AC 27029 SIGNED: OW 112017 R ! (11o4r, i 0 5 •t of OF Oi .P•, Al,OR10P ONA `1E \N` Luis R. Lomas P.E. FL No.: 62514 L FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REOUIRED 6• MAX 17' MAX O.C. "{ 6' MAX 1 I 6' MAX 17' MAX O.C. 6' — AX 1ME GMT 6' MAX 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SILLCHORS PER LOCATION EXTERIOR VIEW SEE CHART /4 FOR NUMBER OF LOCATIONS OESIGN PRESSURE RATING lMPACTRATING REOUIRED t35.OPSF I NONE SEE CHARTS I1 AND i2 SHEET2 FOR OTHER UNITS RATINGS A. (1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 39• ON CENTER FROMPANEL BOTTOM B. 0) METALLIC TANDEM ROLLERS (99-17-19S)AT EACH END OF PANEL RA&LLJ C. JALU14NUA46063-TGREINFORCEMENT (868)ATALL PANEL INTERLOCKS R,V DcSCWVIaA 04tt AL+PPOJ[0 A ADDED fl11NGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 RL NOTES: 1. MAXIMUM PANEL SIZE: 48 1/Y 4 W 2. MAXLMUMO. LO.: 44 S*'• 90S$ CHART u4 Number o/ 000bor looadansropulroO Sftlo Fbnol ono TotW UNt W1001(n) 3&0 410 48.0 8961110- 6010 720 840 96.0 N3S J mb N4S Jamb N6S Jamb N" Jamb 4 6 5 6 8 6 6 6 4 6 5 6 8 6 8 6 4 6 5 6 6 6 6. 6 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 9 6' X 9 6' FIN ELEVATION aaAnn: uwc Ro. a V.L. 08-02249 CA" NTS D"h 10/30/13 Se=3 OF 10 L AOSEATOLOAKSP. E. 14"NCODF0RORDLEMSVO. LF AIC270= a+aeac6os eom SIGNED: 06121/ 2017 VGEKS c' 9'P' oy6jT6 • >< A TTT, ATE OFi t`' ORIOt: • mot' ` 10NA `1E VG Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE I WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEDMENT BY OTHERS I 1/4- MAX. SHIM 10 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECT/0N WOOD FRAMING OR 2X BUCK IMSTALLA71pN NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE Wl7HASTA/ E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT 11N. wzUNCE RLW9pws Rd ocsawmw 041E 4pwwM A ADDED FLANGE AND TIN INSTALLATION 12/10/13 R.L. B REVISED WSTA1=ATION DETAINS OE/03/15 R.L. C REVISED INSTALLATION OETALLS 06/21/17 R.L. 1 3/8* MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE IINTERIOR 1/2• MIN. EDGE DISTANCE 10 WOOD SCREW EXTE WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK By OTHERS OWDFR4MWGOR2XBLICKINSTALLA7701V SIGNED: 0"1/2017 MI WINDOWS AND DOORS LLC 111111IrI11l 650 WEST MARKET STREET GRATZ. PA 17030 5 P. LO,yF i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 51 9X 9 FRAME INSTALLATION DETAILS MgTAOF NVx DRmft V.L OwG wo. p•. A N4 sd` u^'c 08- 02249 C 11, NA,tE\V NTSo"h 10/30/13 9T4 OF 10 L.ROIERTOLOwSP.. IA2w000F WRDLEWSV4LE NC27D2! Luis R. Lomas P.E. m .606.0m raomaspxw, usp,,,mm FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE I 1/4' MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERJOR II II * II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FwISNES, BYOTNERS. NOT SNOM4V FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 T- 1/2' MII EDGE DISTI i f10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RlVL90td DESCROWN DATE APPROVLD ADDED FLANGE AND FIN INSTALLAT10N 12/10/13 R.L. REVISED INSTALIAT10N DETAILS 08/03/15 ILL REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: OW 1/2017 MI WINDOWS AND DOORS LLC 650 WE ST MARXET STREET 111 IIIlrrri 0JSR30 9 : TZ PA E M SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5 * = 9TA X 9OFRAMEINSTALLATION DETAILS 9 /kS E _ o • TAT OF oRMft orc No. RLv OF•'OlORIID" V.L W4Z 08-02249 C i 1SS ' • iG NTS -1 10/30/13 S'aT5 OF 10 tONAi1E LR08EATOLOMASP.E. 1492 WOODADRO RD LEWYSVRLE AC 2707J Luis R. Lomas P.E. 434-m. 49 /oana bioma;p.,eyn FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN SEPARATION EXTERIOR 1' MIN. EDGE DISTANCE r 1 1/4' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT WASONS 1c1om ate APPNOJL AWED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1" o 1/4 MAX. SHIM SPACE MIN.•''. EDGE DISTANCE 3" o MIN SEPARATION INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIO 1 X B CONCRETE/MASONRY INSTALLATION NAI. UCK TO BE PROPERLY SECURED I SEE NOTE 3 SHEET 1 a NOTES: Al 1 1/4' MIN. 1.INTERMANDEKTERIORFINISHES.BYOTHERS. n ' . EMBEDMENT RIOT SHOWN FOANDRCLARITY. a :• 2. PERIMETERERIETACCORDANCEJOINT LATT 2BYOTHERSTOBE MI WINDOWS AND DOORS LLC 2 7/e" MIN 1" MIN. 650 WEST MARKET STREETGRATZ. SEPARATION EDGE DISTANCE PA 17030 VERTICAL CROSS SECTION SERIES 420 SOD REINFORCED WITHOUT 'ADAPTER CONCRETEIUASONRYINSTALLATIO V 96" X96' FRAME INSTALLATIONDETAILS oavw one No. A V. L 08-02249 SCALE NTS — 10/30/13 —6 OF 10 L A0DERIOLCn10.S P.E. 14n WOODWO RD LEW/SVALF. NC 27= 4364AS• osos dwasommaspr.com SIGNED: 0&2112017 o DTTAAATTE OF NA 11 a`\ Luis R. Lomos P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING Ft 3%8" MIN. OR BY OTHERS I UCK EMBEDMENT 1 /4" MAX, SHIM SPACE 10 WOOD SCREWS EXTERIOR LLU U INTERIOR TO BE SET IN OF DVED SEALANT 10 WOOD SCREW DOD FRAMING OR 2X BUCN BY OTHERS MIN, WENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES, I. INTERIOR AND EXTERIORFINISHES BYOTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE N/ITFI ASTM Ev 12 I7LM90M5 a1E A TROY(p ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVSED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/2,/17 R.L. 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/2' MIN INTERIOR EDGE DISTANCE 010 WOOD SCREWS EXTERIOR WOOD FRAMING JAMB /NSTALLATlON DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 061212017 MI WINDOWS AND DOORS LLC 711 IIII,, 650 WEST MARKET STREET GRATZ, PA 17030 5 R' LOJ i Q 1. so-.,p SERIES 420 SGD REINFORCED WITHOUT ADAPTER o 511. rDt* 96" X FLANGE INSTALLATION DETAILS 5 E z D • TAT Of AWft Warc o nnI 0R10* 08-02249 C i FS 10MA`1E NTS 10/30/137 OF 10 L ROSEATO LOMAS P.E. r-GIu¢ oDF ro RD LEWSYNLE, Inc 27= LYIS R. Lomas P.E. 41r •6Dl460 r Marwpr.cwn FL 62514 1/2• MIN, EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SNOWN FOR CLAAfTY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT IN 1/2" MIN. EDGE DISTANC T- 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS M1E APPRMW ADDED FIANCE AND nN INSIALLATXIN 12/10/13 R.L. REVISED INSTALIATNIN DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATON SIGNED: 0612112017 MI WINOWS ANORS LLC lR I IL/O/// 650DWEST MARKETD STREET GRATZ, PA 17030 5 SERIES 420 SGD REINFORCED WITHOUT ADAPTER a 6 +=_ 96' X FLANGE INSTALLATION DETAILS it• 5 E 10TATOF awrec FtLV O. ORI01;• V. L. 08-02249 C soul NTS " 10/30/13 —8 OF 10 Jill L. ROBERA, fa32 WDODFORD RDLEU'WN1SVu41E NC 270QJLuis R. Lomas P.E. p-dsp- t nxraSv&* rw*v'cvM FL No.: 62514 1 1'/2• MIN. 1• MIN. WASONS SEPARATION EDGE DISTANCE nEv DMCFWTqN ;Tf AOPAonED A ADDED FIANCE AND FM INSTALLATION 12/10/13 R.L i.. B REVISED INSTALLATION DETAILS 08/03/15 R.L MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L. EMBEDMENT CONVENE/ a' ' 1 1/4• MIN. EMBEDMENTBYOTHERS1/4- MAX. OPTIO_ SHIM SPACE NAL I BUCK TO BE 7 . SHIM E4' I.M. PROPERLY v FSECURED MIN. . • INTERIOR SEE NOTE 3 EDGESHEET1 DISTANCE 3/16• TAPCON _ i 3- EXTERIOR INTERIOR •MIN. ; SEPARATION . SILL TO BE SET IN o A BED OF 3/16' TAPCON 3/16• TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCRETNMASONRYINSTALLATION BY OTHERS TO BE PROPERLY SECURED CONCRETE SEE NOTE 3 SHEET 1 NOTES: a i 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, • . 1 1/4• MIN. NOT SHOWN FOR CLARITY. a•. • a.' EMBEDMENT 2.PER1METERAND JOINT SEALANT BYOTHERS TOBE a .•' DESK,NEDINACCORDANCEwITHASTME21I2 aSIGNED. 0" 1/20T 7 2 7/ 8• MIN. 1• MIN. MI WINDOWS AND DOORS LLC SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 R' to VERTICAL CROSS SECTION GRATZ. PA 17030 • • E NS' 9% SERIES 420 SGD REINFORCED WITHOUT ADAPTER *- CONCR RYWSTALLATIO/V _ 1r FLANGE INSTALLATION DETAILS •p • TAT oAa1e iC V.L owe no. OB-022a9 Rev C stint NTS 10/30/13 —9 OF 10 iIIAII``` LA08ERTOL0.L4SP. E. Luis R. Lomos P.E. 14T2 NOODADRDRDLEWISVXLE. NC 270t1 a3uess.o60. 9 JAwlw& —spw xm FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN 8 WOOD SCREW r1/ 4 MAX SHIM SPACE 7/16' MIN EDGE DISTANCE DCVJWTOON WlC APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L C I REVISED DKTAUATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. a TRIM F3/16- JAMB AEV490e6 Desempnow MTE I PPMNM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. , ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cde1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTIA E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RA710 IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-TS .048• THICK. MINIMUM 15. APPROVED CONFIGURATIONS: XIX. SHEET NO. NOTES ELEVATION 3 - TABLE OF CONTENTS DESCRIPTION A ADDED 04ARTS 03/00/12 1 R.L. B REVISED PER NEW TESTING 10/15/13 R. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D ' REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED. OWZ2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 11+II rAAAA J S R' 0, GRATZ. PA 17030 v••GENO' Ir• l4 0F 6 1tSERIES430SGD 143' x 80' NON REINFORCED o's"''pC2NOTESTATOF4, F•'c(ORlO• ollAmc Doc MD. AfV o8-00 502 E pW 11 1G` LYI3 R. Lomas P.E. fL No.: 62514 seAu o.1cNTS 02/23/09 1 OF 9 LRODERTOLOuASP.E. 14W WOODFORD AD LEWISYktE. AtC 7/D.''rJ A-W408460 A7Wn=4P#ftlAWP..mm 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED t 7'MAX 6MAX 6. r /. I O.C. r . 1 17' MAX 80' O.C. MAX RAME X X SERIES 430 XIX SGD EXTERIOR VIEW DESIGNPRESSURERATING IMPACTAATWG 240. 0PSF NONE SEE CHARTS aI AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 la" x 790 1 AW1A#UMD,L0..4434-x743%8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET M44-145) AT 38 3/4• FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-105) AT EACH END OF PANEL BOTTOM RAILS av I ULSOMPT10M o tE APPRa m A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTWG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED LVSTALIATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L CHARTRI WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frame Haight in) Single Panel and Total Frame WWIA (in) W- 0 kPos26.0 420 47.7 90. 00 1O&OD 126.00 14100 I Nog I Pos I Neg I Pas I Neg I Pas I Nog 80. 01 40.0 54.9 1 40.0 1 48.0 1 40.0 1 432 1 40.0 40 0 CHART o2 WHERE WATER INFILTRATION RESISTANCE rS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (ps9 Fran Height in) Single Panel and Total Frame Wdlh (n) 90. 00 WOMB0 108. 00 420 1 1X00 47. 7 143. 00 Pos I Nog I Pos I Nog I Pos I Nog I Pos I Nog 80. 01 549 1 $4.9 1 48.0 1 4&0 1 43.2 1 43.2 1 40.0 1 40.0 CHART K! Number o1 anchor IoeationsrequlroO Flame Height Single Panel and Total Frame Width (In) 30. 0 3G0 1 410 1 47.7 in) 90. 0 1080 126.0 1420 H& S 1Jamb H&S Jamb H6S Jamb Hag I Jamb 80. 0 6 1 5 1 7 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F. A. 1 08-00502 1 E s-" NTS I d`n 02/23/09 -= 2 OF 9 L R09ERTO LOMAS RE 1u2 w000F0w0 RO LEwM'vaLE NC 271 AW469- 060 reanop Rompvcam SIGNED: OG22/2017 tlllLl0/ i l c!r 6t6 • * ~ OTATE OF i101YA ` tO G Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2x BUCK BY OTHERS III10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. 1/4' MAX. SHIM SPACE EXTERIOR II 11 11 11 11 11 INTERIOR LWL YIJ IN bG VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLAR/TY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VWTH ASTM E2112 1 3/8' MIN. EMBEDMENT L_ 1/2- MIN. EDGE DISTANCE SET IN APPROVED 1 /4' MAX. F SHIM SPACE Reveom5 OMOMW nvc APPADVID ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLA710H DETAILS 03/05/15 R L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR 10 WOOD MIN. SCREW EXTERIOR rj MEM WOOD FRAMING JAMS INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR2?CBLACK INSTALLATION Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS DRAnc ore ro F. A. 08-00502 scut NTS 1 0A1E 02/23/09 s+gEr 3 OF 9 L ROSERIC LON49 P.E. 14T2 WOODFORD RD LEMSVRLE. NC I7023 47• fd60609 larl+rprcom SIGNED: M6/22/2017 0 PAD 5 *- TE OF F•' o<ORIDi" sjS• ONA Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE- 1/2• MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STALK LIRE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR F7NISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE 4S OR RILUNG L TO BE SET IN BED OF APPROVED V.ANT 1 /4' MAX. I SHIM SPACE L_ I 1/2• MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR K IADO S cescROT" DATE APPPOVED ADDED CIWITS 03/06/12 R.L. REVISED PER NEW TESTWG 10/15/13 R.L. ADDED FIANCE tUgALLATIONS 12/06/13 R.L. REVISED INSTALLATION DEWS 08/06/15 R.L. REVISED INSTALLATKIN DETNLS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00502 sov.E NTS — 02/23/09 sir 4 Of 9 L R08ERTOLONAS P.f. I4y WOODFORD RD LEtMSVXLE NC 27= A34-60 09 fibmasobufflaypp.mb SIGNED. 06 2212017 I r0 CEkSF i1'' o A TAT SEOF ZORM"' pNA11E \`' Luis R. Lomos P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE a 1 1/4' MIN. CONCRETE/ 4iEMBEDMENT BYONRYTHERS OPTIONAL 1X BUCK TO BE PROPERLY SNOTE E3 1 4' MAX. SEE SHIM SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON - CMASON E - BY OTHERS INTERIOR QILF v nuN VERTICAL CROSS SECTION CONCRETFJMASONRYINSTALLATON 1 1 /4' MIN. EMBEDMENT MIN. EDGE a DISTANCE L 3' MIN. SEPARATION v • . 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE REv ArAs DNS DEStlOPIIpM WE APPROVO A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TES%XG 10/15/13 R.L C ADDED FLANGE INSTALLATKINS 12/06/13 R.L. 1/4' MAX D REVISED INSTALLATION DETAILS 08/05/15 R.L. SHIM SPACE EIr REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEMASONRYINSTALLAT7CN TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOfiVT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430 SGD 143" x BO" NON REINFORCED FRAME INSTALLATION DETAILS DRA or. owc No. F.A. 08-00502 suaE NT5 WE 02/23/09 —5 OF 9 L RMRTO LOU" P.E. ICV WOODFORD RD LEWSvILLE NC 27L12D SIGNED: 062222017 NIO'9 S -• 1+iY iO'n4t`' OR10P • ?: lsS10NA110 G` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE 1 3/8• MIN. WOOD FRAMING OR 2X BUCK E IBEQMENT BY OTHERS 1/4' A. 3 10 WOOD SPACE SCREW j10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II I 11 11 II. 11 INTERIOR CWL VIJIM\.L VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WRHASTM E2112 SET IN APPROVED MIN. WENT 1 3/8• MIN. EMBEDMENT 1/2• MIN. EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. SHIM SPACE PxvG NS Kv DCSCAP11 N DATE APPROVED A ADDED CNARTS 03/00/12 R.L. B KMSED PER NEW TESIINC I0/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALL4710N1 DETAILS 08/06/15 R.L. E REVISED INSTALLATKIN DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x $0^ NON REINFORCED FLANGE INSTALLATION DETAILS DoLum OIIL NQ F.A. 08-00502 se -'LE NTS 0A7E 02/23/09 —6 OF 9 L. ROBFRTO L044S P.E. MM r"DAORO RD LEwisvx £. Nc vem 4 6-00.O 09 tDwrmfd*Awnayv com SIGNED: 0&2212077 1R 1 iLJ0:r/ GENSF9'P o SEOFC0, F 0R10* • ' ONA 11V? G\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN, I EDGE DISTANCE rMETAL STRUCTURE BY OTHERS 11 1/4' MAX. SHIM SPACE T 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR TO BE SET IN iED OF APPROVED 4ANT 110 SMS SELF DRILL SO METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 av 10looms D¢ eavna CATE PPROVD) A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 A.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVSED INSTALLATION DETAILS 08/05/15 R.L.'1/ 4• MAX E REVISED iNSTALLADON DETAILS 06/22/17 R.L r SHIM SPACE 1/ 2' EDGE INTERIOR DISTANCE T- I I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR rl IAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DK4& K Doc N& F. A.08-00502 r4L NTS 0A7E 02/23/09 1 s"M7 OF 9 L ItOWRTOLOMA9 P.E. 14V VA)ODFORD RD LE WISvRLE. AC 27= 4N- MO609 i8*MA%0*bwSsu.mm SIGNED: 0&/22/2017 Attu u r r/Il R to CENSF9' P 4T4 OF r kA E % sjS MA Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/2• MIN. SEPARATION EXTERIOR 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS 1 • MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4• MAX. SHIM SPACE VERTICAL CROSS SECTION CONCRETE/ALASONRY M(STALLATLON 3/16• TAPCON INTERIOR 1 1/4• MIN. EMBEDMENT 1• MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4• MIN. EMBEDMENT 1 • MIN. EDGE DISTANCE RLv ALv190wS ocz mlwN M1E PPROV[o A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTINO 10/15/13 R.L. SHHIMIM SPACE MAX. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 0&/OS/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR JAMB INSTALLATION DETAIL CONCRETEMMSONRY INSTALLATION NOTES. 7. INTERIOR AND EXTERIOR FWISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 SIGNED: 0B22/2017 MI OSOREET LLC 11 111`/O i//' 650DwCESS MARKAND ET S GRATZ. PA 17030 C£N,S+ 9,y,i SERIES 430 SGD Ar•. 143' FLAN x NON REINFORCED o iI80"NSFLANGEINSTALLATION DETAILS o TAT OF F•':1pR10P•?: o1u+ec oera AtV 08 E SsJo111I11E G` SME NTS o`rz 02/23/09 q'aT82 Of 9 LROBERrOLQVASP.E 14Ar WOODFORD RD LEWLV¢LE NC 27M Lui3 R. Lomas P.E. AN40"M ffas@ lomarpamm 62514 RINSIOr6 ACV DLSCIE non DATE APPROVED FA ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L 1 5/8. MIN. ADDED FIANCE INSTALLATIONS 12/06/13 R.L. EDGE DIST. REVISED INSTAIIATION DETAILS 08/05/15 R.L. REVISED INSTMLATION DETAILS 06/22/17 R.L. TRIM c ' INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS I XBUCK BY OTHERS, HOOK STRIP ROPERLTSECURED METAL STRUCTUREEDGE2DISTANCEeY oTHERs3TTRIMEXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/ CONCRETE HOOK STRIP SCR SELF DRILLING D PANEL 1/ 2' MIN. EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT NOTES: I. INTERIORAND EXTERIOR FWISHE$ BY OTHERS HOOK STRIP NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT SY OTHERS TOBE 10 WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW SIGNED: 0612WO17 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET,' 1E111. t// 0. 1 2X SUCKANOOD FRAMING GRATZ. PA 17030 O E IV 9F;9iP'if SERIES 430 SGD ir• 143' x 80• NON REINFORCED HOOK INSTALLATION DETAILS DOf' TAT OF ,W oRAw1e orc RDA 08 00602 F•OR10 scALE oaE NTS 02/23/09 9 OF 9 I/ ONA 11 N I LROWRTOLOMABP.E. 432WOODFORDRDLEWISVILLENC:70n Luis R. Lomos P.E. 6U•ede4m rAana Ywmxpucan FL NO.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLORIDABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USEDDISSIMILARMATERIALSMUSTBESEPARATEDWITH ENGINEER OF RECORD_ APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCTSHOWNHEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFouIRFn FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/W OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATION. RESISTANCE. 10. FOR RATIORHANGOVERHANG ANCHORINGINTO WOOD FRAMING OLENGTH/ OVERHANG BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-75 .048' THICK MINIMUM TABLE OF CONTENTS T NO. DESCRIPTION 1 NOTES 2 ELEVATION 9 INSTALLATION nrrAll e xscAon DN an AVW-tu 1 ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTAUATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/2M17 MI WINDOWS AND DOORS LLC I I//// 650 WEST MARKET STREET GRATZ. PA 17030 01V 5 0 J 4f GENso. s' SERIES 430/4a0 XIX SGD 143' x 96' REINFORCED NOTES cm E pTATOF io s MAW* F A oAe uv 08- 00503 E iSjONA 11E 1`` Luis R. Lomas P.E. scut NTS WE 02/23/09 —1 OF 9 L R08EATOLOAUS P.E 1v? W OODAORD RD LEW19V EAIC 27W3 4344w4w MwQS@*bffp.. FL No.: 6251 A 6' MAX - 1 6' MAX 1_ 17' MAX O.C. 96" MAX FRAME HEIGHT L 6' MAX 143' MAX FRAME WIDTH RS PER LOCATION T B3 FOR F LOCATIONS 17' MAX 6' MAX D.C. r SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 240.0PSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS R47 UGS NOTES: 1. MAX(MUM PANEL SIZE: 48 I/t x 95' 2 MAXIMUMD.LO.:44214'x90W MOUNTED HANDLE SET ("44.145) AT 37 314 ON CENTER F LLIC TANDEM ROLLERS (Wl7.195) AT EACH ENO OF PANEL JM 606348 REINFORCEMENT (668) AT ALL PANEL WTERLOC JM 6063TS REINFORCEMENT (4237) INTERLOCK ADAPTOR A INTERIOR FACE OF OPERABLE PANEL REV DEsebvlwN A ADDED CHARIS B REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS CHARTII E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design Pr&=f* chart (JD4 kola SrKlb Pang wo ToiBI From VA001(n) HAM J0.0 3a0 420 q 7 n) 90.00 to oo 12&00 14100 Pas Mop Pot T I14p Pot I Mp Pos Nov a4.0 400 W.0 40.0 57.9 40.0 520 40.0 48.0 Ito 40.0 60.0 40.0 54.1 40.0 49.9 1 40.0 1 450 920 40.0 1 59.6 1 40.0 1 S1.7 40.0 IN 40.0 423 Sao 40.0 56.8 40.0 49.0 40.0 43.7 400 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NA7E 4 SNEET 9 Des(n pressure chart fos9 From Ssgb Panel and Tdly F/em WAN (n) 9M 39L0 3a0 1 QO 47.7 h) ta4v I" 121L0o 14100 Pet Mop Pot Nog Pet I Mop Pot Moo 0 60.0 1 60.0 57.9 57.9 520 52.0 4&0 48.0 sa0 60.0 60.0 54.6 54.6 4p,1 46.9 45.0 450 920 59.6 1 59.6 51.7 51.7 4&1 461 423 42.3 9a0 5&a 5&0 49.0 490 43.7 r43,7 400 400 CHART 02 Number oroncaorrocadonsrsgulreo Frmb Silo Pdnal mw Toul Frem WIMh (II) He" 30.0 1 0 1 ' 420 1 47.7 N) 9a0 10t0 126.0 1410 H4S Jamb HIS jamb HAS Jamb H&S Jamb 140 0 6 7 6 b 6 9 a Ito 7 6 7 6 a 6 9 6 920 7 6 7 6 6 6 9 6 9a0 7 6 7 6 1 6 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED. ELEVATIONS F.A. 1 08-00503 so" NTS - 02/23/09 -2 OF 9 L RMATOLOMl%SPE. 1432 WGGOFOROAD LEWISVILLE, NC 27023 AslaaeV60 lAw"Siblaw4wasm MtE ,NPROW D 03/06/12 R.L. 10/15/13 R.L. 12/06/13 RL 08/05/15 R.L 06/22/17 R.L. SIGNED: 06aWO17 1R I It o, //. GENg4P'94, OTATSE OF ; l C iS' NA j1E Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEQMEM BY OTHERS 1/4' MAX. SHIM 10 WOOD SPACE SCREW S10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR wc V IN bC VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FIM3HES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANF BYOT}fERS TO BE DESIGNED IN ACCORDANCE 141TH ASTM E2112 1 3/8' MIN. EMBEDMENT ttL 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. SHIM SPACE AN DESCRlpIION MR APPROVED A ADDED CHARTS 03/06/12 R.L B RENSEO PER NEW TESTING 10/15/13 R.L ADDED FIANCE INSTALIATILk1S 12/06/13 R.L DJEC REVISED INWAwnON 0ETA4.S 08/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 0w11111111/" S a LOB/i C, `J.E No, . 9si yr• 6SERIES430/440 XIX SOD 143' x 96'REINFORCED x FRAME INSTALLATIONLATION DETAILS TAT 1O 11N111111?\`` Luis R. Lomas P.E. o r1e F.A. oK 08-00503 REV FSE Scut NTS °i`1E 02/23/09 3 OF 9 L ROBERTO LOMAS P.E. uWOOD ORDRDLEWISVILLE.ABCnon u.-W#- W0 lgwrasftemamv FL No.: 62514 1/2- MIN. EDGE DISTANCE METAL 1/4- MAX. STRUCTURE SHIM SPACE BY OTHERS I #10 SMS OR SELF DRILLING SCREW RIOREXTERIORlNL__ TO BE SET IN LED OF APPROVED LANT 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLAT)ON NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I 1/2- MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX SHIM SPACE 3 INTERIOR EXTERIOR ADISIONS Kv oLsatrnoN DATE APPI10VOD A ADDED CNARTS 03/08/12 R.L. 8 REMISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 P.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REMISED INSTALLATION DETAILS 06/22/17 RL D Q) acm JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIx SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS 04aft ore 10. F.A. 1 08-00503 Sc" NTS I °"'E 02/23/09 —4 OF 9 L ROBERTO LONAS P.E. 113? WOOOFORD RID LEWISMA NC 27M 044".009 'AaffuseftffL34weam SIGNED: 06202017 ILI0 p TAT 5a= O Lu Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. 1 1/4' MIN. EMBEDMENT EMBEDMENT CONCRETE/ 1_ MASONRY BY OTHERS MIN. OPTIONAL EDGE o Ix BUCK DISTANCE . • • ' TO BE PROPERLY 1/4- MAX. SECURED SHIM SPACE v , SEE NOTE 3 SHEET 1 3' 3/16' TAPCON MIN. !; SEPARATION EXTERIOR INTERIOR 3/16• TAPCON , r SILL TO BE SET IN 1 Of APPROVED 3/16' TAPCON - I S Y ?, I, IIV 11 I'!. ,Y, BY OTHERS CONCRETE/MASONRY 1 1/4' MIN. EMBEDMENT r27/St* MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET EM4SONRY INSTALLATION 1/4- MAX. SHIM SPACE INTERIOR EXTERIOR OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I RENS*N$ D[6Clovr4N DATEAPPROVEDADDEDCHARTS03/D6/12 R.L. REVISEDP1) PER NEW TESTNC 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED WALLATION DETAILS 08/06/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 RL J it JAMS INSTALLATION DETAIL CONCREMMASONRY INSTAL I ATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 061=2017 III WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 0%illitilI/ J S R'. 0// pENs'9,p Ar• pSERIES430/440 X1X SGD 143 z REINFORCED FRAME INSTALLATIONLATION DETAILS D ,5TATE OF i R 1ORot • DRAWN: avc ra. wv F.A. 08-00503 E is`s/ONAI..tyscAltNTS02/23/09 5 OF 9 LRWRTOLO)wASP.E MV WOODFORD AD LEWISVIUE• NC 2= Ly R. Lomas P.E. tlridl0609 s.mm FL No.: 62514 iD FRAMING 1 2X SUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE T 3/8• MIN. EMBEDMENT INTERIOR 1/2* MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND. OJNT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN AS TM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8• MIN. EMBEDMENT 1 3/8- MIN. EMBEDMENT r - 1/2• MIN. EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE RDAS04 DCSCRIPIIDR WE APPIIOIEDADDEDCIURTSD3/06/12 R. LREVISEDrCDPERNEWTESTING10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R. LREVISEDINSTALLATIONDETAILS08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS MOH., Dwc 00. F.A. 1 08-00503 star NTS 104C 02/25/09 1 S"M 6 OF 9 L ROBERTOLOM" P.E 1.I,T2 WOODFORDRDLEMSvI F NC2.Lm 2+a+sasaa umm SIGNED: 06122,2017 1R I iLl' Ii/ o,•GENSh:9J+i W• 0 5 ••*' E OF • - 0It 01; Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE CA I tHIUM nv 1 rnlvrl 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY DINERS. NOT SHOWN FOR CLARITY PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTNASTM E2112 1 /4' MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4 MAX. SHIM SPACE IAr+saoxs Atv DATE APPWVED A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLIWCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS F.A. 08-00503 SCALE NTS 6" T 02/23/09 zhOLt 7 OF 9 L FAWKO LOMLS P.E. fAn W/7COFORD RO LEW/SVA X. NC 27L21 Au,sw m r w"gv&LorraA,"" SIGNED: 06222017 R. I to C'ENS 9i1'' o„b,2511 x - STTAtTIEE OF • a— O • Nr 0R0T; JS/ONA;,I>,`` Luis R. Lomas P.E. FL No.: 62514 1 1/2• MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a 1 1/4• MIN. EMBEDMENTa. OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4' MAX E NOTE 3 SHIM SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS acrwv uvry VERTICAL CROSS SECTION CONCRETEA SONAYWSTALLAT/ON INTERIOR 1 1/4• MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1 • MIN. EDGE DISTANCE ° 3' MIN. SEPARATION ' 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT .. CONCRETE/MASONRY BY OTHERS r 1 1/4' MIN. EMBEDMENT 1 • MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 aNsaa RL ocscftpr" att MP"40 A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 09/05/15 R.L. E REVSED INSTALLATION DETAILS 06/22/17 R.L. E:jD JAMB INSTALLATION DETAIL CONCRETHMASONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOWT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 06/2?12017 MI WINDOWS AND DOORS LLC 650 WEST 011111ul,/ 4:'• MARKET STREET GRAT2, PA 17030 V\` .. 4j/,i ti •\GENq 9,1,• 0SERIES430/440 XIX SGD 143" 96" REINFORCED 5S oFLANGEINSTALLATIONDETAILS fOF ¢ TAT D'° F• jQIORIOr• ' A d/S•j NAtii1E G` oa.1c ora /a. wv 08-00503 E AX NTS "n 02/23/09 SHADS OF 9 L ROBERTO LOMAS P.E. 1A2w000F0RDRDLEWb--aLorYENCraJAU4886sVirAVAny."m Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, I X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MOISONRYICONCRETE METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP krvlpoms 01SORP110N CAN APPROVIM ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTWC 10/15/13 ILL ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L REMISED INSTALLATION DETAILS 06/22/17 R.L. 1/2- MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM t 6" MIN. EDMENT 10 HOOK STRIP WOOD WEWEXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKANOOD FRAMING NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS aAAw 1: ore 1+a F.A. 08-00503 NTS jwc 02/23/09 1 S"M9 OF-9 L ROSERTO LOANS P.E. 14= NOOOFORD RD LEWIS VILLE. NC 270n 44404M awmiwCo. SIGNED: 0612212017 A : a= Zo F19R101: ifS10NA 11E` Luis R. Lomas P.E. FL No.: 62514 0 RegulationBusiness & Professional BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I scats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida YProduct Approval r•. USUSER; Public User ne c+ Product Approval Menu > Product or Anolication Search > Aoolicatlon List > Application Detail 0 OFFICE OF FL # FL9174-1112 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark—Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE-46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received 71_43fFL'n eI L7T f:TiTi ..TrFL aTiIIFZr3iA7 Standard Year DASMA-108 2012 DASMA-115 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL # I Model, Number or Name 9174.1 15120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 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 1 5120 / 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: Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 It 0228-318958-PR S odf FL9174 R12 II 307494 P11 Track Suoolement Chart sianed odf FL9174 R12 If 324620 P16 Jamb Connection Suno sioneA odf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0229-318959-139 S.odf FL9174 R12 It 307494 P11 Track Suoolement Chart signed odf FL9174 R12 11 324620 P16 Jamb Connection Sinn sionerl odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report FL 9174 PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0230-318 60-P10 S odf FL9174 R12 It 307494 P11 Track Supplement Chart lion d odf FL9174 R12 11 324620 P16 Jamb Connection Senn ainneA odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 *0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0231-318996-P6 S odf FL9174 R12 II. 307494 P11 Track Supplement Chart scan d df FL9174 R12 It 324620 Pi6 Jamb Connection Suoo sign d.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 S.odf FL9174 R12 II 307494 Pll Track Suoolement Chart slgned.nnf FL9174 R12 II 324620 P16 Jamb Connection Suoo sianed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report FL 9174 PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 It 319040 P1 Post Istall Instructions sianed.odfImpactResistant: Yes FL9174 R12 It 324620 P16 lamb Connection Suoo sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 11 324620 P16 lamb Connection Suoo sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0233-319000-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sinned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 319040 P1 Post Istall instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-137 S.odf Approved for use outside HVHZ: Yes FL9174 R12 tt 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 11 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection Sum) sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-135 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 FL9174 R12 It 307494 P11 Track S oolement Chart sinned odf FL9174 R12 I[ 324620 P16 lamb Connection S inn signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017 001R2 Evaluation Report FL 9174 PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 0602 16' Max width. 10' Max height. Max section height 24'. Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL9174 R12 It 0602-319028-P6 S.odf FL9174 R12 It 307494 P11 Track Supplement Chart signed_odf Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 II 324620 P16 Jamb Connection S upo sicined odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.14 5120%5140/6100/9100/9400/9600 0603 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0603-319029-136 S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 FL9174 R12 If 307494 P11 Track Supplement Chart sinned odf FL9174 R12 If 324620 P16 lamb Connection Suoo sinned odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.1S 5120/5140/6100/9100/9400/9600 0604 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0604-319030-P6 S-od Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 P11 Track Supplement Chart einnon odf FL9174 R12 II 319040 P1 Post [stall Instructions signed odf Design Pressure: +39.20/-43.70 FL9174 R12 I[ 324620 P16 lamb Connection Suoo stoned odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174 PDF Created by Independent Third Party: Yes 9174.16 5120/S140/6100/9100/9400/9600 060S 18' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I[ 0605-319031-PS S-od Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 It 307494 P11 Track Supplement Chart sinned odf FL9174 R12 It 324620 P16 lamb Connection Suoo signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 0606 18' Max width. 8' Max height. Max section height 24" Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing'shall not be used In the wind- FL9174 R12 [[ 0606-319032-P7 S.odf FL9174 R12 It 307494 P11 Track Suoolement Chart signed odf FL9174 R12 11 319040 Pl Post Istall Instructions sinned odf FL9174 R12 11 324620 P16 lamb Connection Supo slonan df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-00JR2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 0609 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: FL9174 R12 It 0609-319035-P6 S.odf FL9174 R12 It 307494 P11 Track Supplement Chart signed odf FL9174 R12 11 319040 PI Post [stall Instructions sinned odf FL9174 R12 It 324620 P16 lamb Connection Supp sioned odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-PS S.adf Approved for use outside HVHZ: Yes FL9174 R12 tI 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 It 324620 P16 Jamb Connection Sunp sicined.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL2174 R12 II 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 lamb Connection Supo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO-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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click D=. Product Approval Accepts: EM Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope ooN•rya'''% OQ. 0CENsIc No. 46718 STATE OF <(/ 0NAI. Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL9174.1 FL9174.2 FL9174.3 FL9174.4 FL9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 Psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Tvpe Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-Pl0 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 sf 12.40 / 13.80 sf 18.50 / 20.70 sf 30.00 / 33.50 sf 39.20 / 43.70 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1B — Doors under Evaluation ` `OWN N. T '' No. 46718 :9N v 7 00, C STATE OF <C/ - G 2 oNAL 111111110\\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-135 319028-136 319029-P6 319030-126 Impact Rating No Yes No No Yes 1 Q- Table I — Doors under Evaluation 11111rrrr oGENSE 2J9N i No. 46718 LIJ 0 STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 91 74.8., i Model # 5145/9405 5145/9405 5145/9405 5145/9405 6145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 Psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-136 319034-135 319033-P6 Impact No No Yes No No Rating Table I — Doors under Evaluation C. Conclusion GOR10 ,••G S/ONA• \\. rrrrl UA:q 12 31 a lei d Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the Wh Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) I do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 IMPACT RESISTANT CIA7M OPTION - LOBO' M14MM $ 0 GLAZING N MOLDED FRANCS SCAEYtD IS W NOW ANGLE - TOGETHER WITH A MfgNll OF (t) #US* SCRE16 DISTALLEO IN 70P OR INTERMEDATE SECTION (WITH OR YN7HOUT DECORATIVE NSERIIS) METHS UNIFORM STATIC 13 CA FUG AMC E- DESGN PRESSURES SHOWN ON THIS DRAWING CAZUNO SHALL HAVE A MA7ONM HEIGHT OF 1175• AND A MIMAIOM LENOTN Of IL75. OLA2010 IS NOT IMPACT It W WIN HORR- RESISTANT MO DOES NOT MEET THE REOUIRdEPTS FOR TRACK WIND-BCME DEBRIS REGa1i SLtIl-S2. IWACT RESISTANT CLAZINC OPTION - IMPACT f ASRESISTANTGLAZINGSYSTEMMAYBCINSTALLEDINICIP WITHOUT DECORATIVE SHOWN) OR NTERIIEDIATE SECTION (II1H OR ULSERIS OA2N0 5NALL SE 1/4' MANROLON-AR It W YN ERT- OL OE Q COITAL (iA7lIG 511AULXAVE A 1RAa TRACKUAMAN HEIGHT Or 15.21' AND A MAXIMUM LENGTH OF SO. Or. GI A711HG IS IMPACT RESISTANT AND DOES MEET MCEE REGIIARE ISFORV4MD-BORNE DEOMS REGION& S/1h1-3/C LAO• SEE OEfAL E ON SHEET 2 FOR ASSEMBLY OCTAL& SCREW AT EACH GLAZED SECTION RECKRM RDMfORCEMENT BNICEIS JAMB BRACKET ATTACHED TO U-BAR ON UPPER INIEMM RIB (SEE DETAIL 0 SHEET 2T, 10 CA J-STRUt SOIEVIED TO, LOWER STILE TO BE 1/4- 2W/W TRACX- BOLT 4- 20 HER I11HAAL RROfTIONANDOPERATORSHALLFIELDINSTALL (1) AND 1 MUST At EA JB JAMB FACTORY INSTALLED. INSTALLER 1/1- Uf7/t' SELF ORRIMC CRI PTI7E SCREW TO ATTACH GIRL BRACKETLOCATION AMTEME CECENUTTER NEEOF THEE DOOR®PEµR OCTOAIL f OON FEET 2. 1 VINYL OR WOW DOOR STOP HAILED A MAAMUM OF 0' Or- MUST OWfRLAP TOP AND BOTH ENDS Of PANELS MDORIY 7/ I6' TO MEET MEOATIVE PRESSUREL 4. KEY LOLL SLIDE LOOS, ON OPERATOR REOWLED. is CA STOC & SECTION SHALL BE CONSTRUCTED WITH FOAMED N JAMB BRACKET$ PUCE POLYURETHANE FOAM INSULATION CHEMICALLY Sit SCIODULE FOR OONOCD TO ] O W k4MUUM FACER STEEL AND A QUANITY. LOCATION. POLYLAMINA1E BASER, Olt 32 CA STEEL SACKEL END AND TYPE CAP TO HAVE A MINIMUM 1.1' WTH- IL THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOOK OR SLIDE LOOK ELEMENTS SHAJ_ BE THE RESPONSIBILITY OF THE 807N ENDS_ (NOT PROFESSIONAL Of RECORD FOR THE BYRDNG OR REQUIRED VAINOrEAICR STRUCTURE AND N ACCORDANCE ITH CURRENT 8U4DDIC SEE NOTE 41. SIDE CODES FOR THE LOADS USIED ON TOPS ORAIINO LOCK SN IN FOR 7. DOOM JAL6 10 BE MINIMRI 2A0 STRUCTURAL GRADE LUMBER. REFER To JAMB CONNECTION SUPPLEMENT FOR CLARITY 699- TIC T ATTACHMENT TOSUPPORT"SMPPatnSTRUCTURE- oBRDOOR 2 FORU-BAR LOCATIONS L LOUVER OPTION - . 040• LGILMIIM LOUVERS N MOLDED ON DOOMS I114 OTHER SECTOR OWINTTUY AND FRAMES SCREWED TOGETHERNTHA1RmNMOF (6) SEE SUMS 1 AMID ON BELT' SCEOS INSTALLED IN THE BOTTOM SECTION. GLAZLOUVENG 11K SHEET i0RRSARENOT IMPACT RESISTANT AND DO NOT YOtt OPTIONS. THE REQUIREMENTS FOR VDD-BORIE Dew RECOHS. ED SECTION REAUM OPERATOR SORE 10 BE eT.I-- AT TIf ft."Ica.ME DF 1Mf DDM. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE Dan IDIOMLOAD EACH JAYS ( PIN) V DOOR tN le' - Or ALL 4107.E -]SIGN 14'_V. ALL 111 +1e1> -201.6 W-C' ALL 1 4153.4 -1N.e 10'-0• ALL 1 +120.5 -144.0 Nrr- J nO S1Q •' ICEN,: NO. 77945 ..sy 0T STATE of Xo s1/ NOIm RD1D M40 I/OIMI NOAE . D R R TKM] V RoIIlIN4 WAtWATM I /t I N I)CIP SGA END CAP f is OA OPERATOR STILE ADHERES TO CENTER OF I OIL (s) CENTER SINGES PER JOINT REWIRED ON DOCK WIDTHS CACAIER MAN 0) CENTER 1NOES PER JOINT REOUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-O'. JAMB BRACKET SCHEDULE DOOR HEIGHT NO OF SECTIONSRACKETS EACH JAMBTRAM TYPEBRACKETSMEASURED FROMBOTTOM OF TRACK (ALL DIMENSIONS A 21 T-0 4 e a JB 1 25-1 A . 54 JB -1 454 01 n JBO' 4 0 HAT Js . 10' B 21-s 4 JB . 2Ra 1 B 42 A of-1 4 JB 0 s e a JB 1 a JD 34 B 47-I 4 a . Se' JO (0), 75 JO FAT A 10 JB 21- 34' Js. 2Ra 4' a 46 JO 57-1 4• Ja Ie JB 73_I JB a -WACCH UFT RTOI SEE NOTE BELOW AIMUL D ECENTER HINGE I AND ADDEDOPTION. DSTRUT s/e/0e J10EDSUPERIMPOSED 01 PRESSURE LOADS S/e/ D7 FOR IULO UPDATED RUE BLOC(I e/ 200 raLLOVIM OMENSON DENOTES SLOTTED JAMBBRACKETATTACKED TO TRACK ITN 1/4-20A/10' TRACK BOLT AND NUT. FOLLORNC DIMENSION DENOTES OGICK INSTALL JAMB BRACKET INSTALLED IN WrJEAFLY SLOT. NO ADDITIONAL HARONARE NEEDED 10 ATTACH 10 TUCK. DOORS NTH HIGH LIFT. ROOF RICH. AND/ OR CREAIER THAN IT IN HEIGHT REWIRE USE Of CONTINUOUS TALL ANGIL SEE SUPPLCIENT TRACK CURT FOR OETAIS, STATIC PRESSURE RA' S APPROVED SIZES SCALE: H.r.S. 5RC A Wayne 2S.B DESIGN (PSi: 40/-20. 00 MA% LIID% IF-0' DATE NAME 1 Dalton. LEST (Psi . 05 -43.20 YA% NEIQHT: 0'-0' DRAVDI 5/0/00 CRT IMPAC T/CYCLIC RAZED+30.(rES/N0: Y£5 YA% SECRWI NflGNT. 21' EgLEO 4/0/06 YpB Tl/ k GARAGE DOORS MODELS 5120/9100/ 9605 1 SHEET j OF 2 ChISION Of OAANEAD DOOR CM DRAVA140 PART NO. REV. wADDISON DRIVE TIN l FLORIDA =514 WINDLOAD SPECIFICATION OP71ONCODE0230318960 I P10 ISO 171-ttBD 13 W ADAISTABLE TOP PLACE U-BAR OVER INTEGRAL WB 13 CA ADJUSTABLE FUTURE ATTACHED TO roTH ME ((B) PRE-PMM04M TOP NITUHE PRE-PURCHED NOTES ROLLS FJlf/l END FACNO UPWARD IN BO710N OT 11-BAR AND ATTACH THRU END CAP ATWITH (2) or EACHEACH WD tlTN (Q) 1/4-14aT/B' CAOFIfiE SCRE1V5 SELF DRO3D10 MPTITC SCREWS FOR STANDARD TRACK AND (3) e 1/4-14 7/e' SERF DFAINC CmmTIIE SGIEWB FOR LOW HEADROOM tRACx (2 OF INCH °. ARE USED TC ATTAC® 111E TOP BRACKET AS SHONIN} DETAIL I AW NFAnPnnU TRACK 13 CA ROLLER SLIDE ATTACHED TO PRE -WICKED HOLD IN TOPCF U-9AN U-BAR OVER DI ECUL JOB WM roTH (11 1/4-14a3/B' CmPT11E S vs. THE (B) PRE-PUIIONED HOLES EACH 00 USE NEWNO NOLt IN SUOE m EN9Nf PROPER AUWOIEHT CR ROLLERS FACNO UPWARD NKD ATTACH THRU ENO CAR AT EACH ED VAIN2 1 4—Na7/Y SELF DWLUNO CDDTTIE 1] CA IDNCE ATTACED EKCEPH1oN. U-SAR PLACED OVER TOP 14TH (4) 1/4-14d/B' R18 ON THE BOTTOM SECTION SHALL ONLY C IMPTITE SMM (2 aF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTOR? END wM (I) 1 4-14,T/s' ]EF DIRIDAC COMPUTE SGIEWATTACHED) LOCATED ON ME Bonm1 FIANCE of THE U-BAR NOTE. DIKE TO CLEARANCES REQUIRED m 2' NYLON STCWCARD INSTALL SCREWS AT THE EMUS OF THE ROLLER MM WeAR9. ALL SHALL BE 4-1/2' STEM SECTIONINSTALLED S PRIOR 70 DETAIL R INSTALU ROLLER SUCIES AND TOP11xt71.r 11_ 5 It CA MINCE ATTACHED OVER NTH (6) 1/4-2W/B' OTCCRAL RIB AND CtWPR1E SCRENS (2 OF MTH (2) 1/4-10A/B COMPOTE SCREWS 1HRUWHICHAREFAC10nPRE -PUNCHED MOLES AT ATTACE& 3 OF MDCH ARE MO INSTALLD INTO EACH INTEMEDATE MCC TOP LEAF. AND I OF LOCATION (I 7WR1 FLANGE HELD LLEDHOLE K U-BAR AND BOTTOM M04M LEAF AND I THOUTHRURHEDMICRIRE-PAIICIED MOLL WEB OF U-SAR ANDWU DETAIL INTEGRAL RD OF sECTICH) C 12 CA BOTTOM BRACKET FACTORY ATTACHED WM a lI.ACE U•,BAR OAfJI NIEOtAU IRS W111314-14a3/Y 44 _ TITE SOIE1'S MBRACKET AND ATTOTCHDOWN10ACCHTHRUCNDCAP AT EACH END WM (1) 1/4-14a7/B' SELF DRILLING CROV R SCREW AS FOR COACT REMTANCE, _ BOTTOM eRACIV MUST BE SCREWED m THE BOTTOM . • AR WTH S1OM4 AMD L6E (1) 1/4-14,7/B' SiIF ORILUNC CRWPTI SCREW ACROSS THE BOTTOM OF THE BOTTOM U-SAR AT EACH PRE-PIDIOIED ME AT EVERY 2) 1 1-14,7 TI REL16. DETAIL D C IMP71TE SCREW AT ALL 01HHER • SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. E. J KKR''% NO.77845 cc 0, • STATE OF 10- - A. ZONAL E 0INANNNNNIlllll Is" 1 ,ORW1l R 43M OOMI7 IIO4D 140 MOTOR MPL aHD FL AL 7N/43 U PC 117YL I10N =M%L 01014M UAL PNW4= ONLY FOR 1[1LIICALOI OF ,MLOAO mtlOaxm OLT" 4 NW STAINLESS UTH STAIN" .. •_ BALED RUBBER WASHERS 3-1/r O.0 MAX 1SSWCTURASTRUCTURAL FACER SIEEL DETAIL E ASAP SECTIONCH IMPACTOLim . AON I - 11 CA REINFORCEMENT ATTACH BOTTOM BRACKET To Bona U-BAR WTH (2) o 1/ 4-14a7/B' SEV =NO CWAIVi17[ SCREWSz I _ I— .- BRACKET ATTACHED (]) SECTION DOON9 whimSELF 4) 1W0 14,7/B' % 161BU-B• 4 W. 00CHOMPTITE sKMWS (2 1 LOCATED OVER 1WROU0I BOTH INTEGRAL RIBS AS BRACKET AND U-BAR) ' SHOWN DETAIL G (4) SECTION DOORS wTM ( S) Y. IB aCA IONSU- 1) 1/B SERF DMUNO WNPDTE LOCATED OVER SCREW AT CENTER WALE OF DOOR tlAu INIECAAL RIBS AS J- STRUT • aERAIOR BRAD=. SHOWN BOEE: - STRUT A SCREW ONLY REQUIRED ON BOAR OLAtED SECTIONS SE NOTE 2 SHECT 1 DETAIL F w/ Ae A77AC M M1 MOTFC 1. ALL U-BARS SHALL BE RACED OVER INTEGRAL RUNS AND ATTACHED TIM PRE -PUNCHED HOLES wlk (2) 1/4-14AS/e C IMPTITE SCREWS AT EACH INTERMEDIATE (ONCE LOCATION. (2) 1/ 4-14a7/e' SELF DALU NC C IMPUTE SCAEWB AT EACH END CAP ( ECCEPT BOTH U-BMLS ON BOITCM SECTION - SEE DETAIL B AND D THUS sHEET). (2) 1/4-14a5/4' CUAPTITE SCREWS APPROXIMATELY MOWAY METWEIN ENO OF DOOR AND INTERMEDIATE NONCE LOCATION. AND (1) 1/4-14113/6' CRINPOTE SCREW ARROIIATELY Ir FROM EACH END. FOR DOOR WOWS GREATER THAN Ir-Cr. THERE SHALL BE A TOTAL OF (20) SCREWS AIIACYKC EACH U-BAR E%CEPI BOTH U- BARS ON BOTTOM sEC7OM SHALL HAx A TOTAL of (M) SCREWSEACH. FDA INC." LL55 TIAH OR EOVAL m THERE 94ALL BE A 101 CREWS ATTACHWC CONEACHU-BAR EXCEPT BOTH . SEC. NON- STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH OUTER MHDDW TRIM 2. MTN THE EKiPTION OE THE (B) PRE -PUNCHED HOLES IN 1/ 4' PoLYCARBONAIE THE TOP OF EACH END USED FOR ATTACHMENT OF INC ROLLER SLIDES ND THE (tB' PRE -PACKED HOLES IN THE BOTTOM OF EACH DD FOR USEDINC ATtAC MENT W THE TOP FUTURE AND EOX THIS DRAWING.CED HOLM IN L IWSALL BE ATTACHED m THE DOOR MTIK 1/4-I495/Y CRI IPIITE SCREWS 3. 10 CA U-BARS SHALL BE STAMPED '46' APPROOMATELY W FROM EACH EMIX Wayne Dalton. GARAGE DOORS IISCH OF OVERS" DOOR CO JIM AD09M DUNE PEISACOLA FL01® A 32]74 END LOADS UPDATED TITLE BLOCK TO D Rem AND MR NOTES S/23/ 2M7 MODELS 5120/ 9100/9605 SHEET 2 OF 2 DRAWING PART N0. I REV. NINDLOAD SPECIFICATION OPTION CODE 023D 318960 P10 S PLICE PLATE LOCATION e SEE SCHEDULE r 14" MAX 1 12" \ i' MAX ' 12" MAX 12" M7AAXX I CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. ONAYM A NOIM41, PE OAD .575 COUWTY R160 MOUNT HOPE. oft R PE 77W 1A K 1171MA PROIESAOHAL O/ONT2R1 SEAL PROVED ONLY FOR rERVI" VON OF NDIDAD 0087M=DN DETALL CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/ 16 SEMI TUBULAR RIVITS---- 11 GA MIN CLIP SEE SCHEDULE Q 13 GA MIN CONTINUOUS WALL ANGLE NO. 77945 S SrATE or ASS/ • ORIDA •.• ONAL 1fI11 \\ 7 1 N f. TYPICAL CLIP RIVETING DETAIL 2 RACK 3) 1/4"-20 TRACK DR CARRIAGE BOLT WITH 1 /4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART H" MAX PSF FR 46.0 PSF -52.0 PSF 0' 46.0 PSF -52.0 PSF 0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART Dy ton. AGPOOR83395 ADDISON DRIVE ENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS D(- CUPS-TEXAS ANCLE 12 FOOT ITED D/ 11/03 UDATED FORMAT. EASED ALLOWABLE MURES TO DO/- SZOO PSF FOR DOOR WIDTHS VGED ' TEXAS WALL I' TO 'CONTINUOUS ANCLE. ADDED i1RAX MOUNTING OL CHANGED TO HANGED FORMAT, D MODELS 9800 8024 VITH OVERLAY RACK CUP DULL 5/ 21/07 iPOATED MODELS 0 IM CHARTS 1TED SPUCE A CUP 10/ 05/07 IPDATED CHARTS TO NATE THE USE OF 19 AC CLIPLACED THEUPDATED STEEL 1NTING DETAIL I D4/)1/0B EXPANDED 1-1/2' TO I/•- DOOR THICKNESS MY UP TO 14' HICH. 12/ 11/08 UPDATED TITLE cx 2/ 10 UPDATED TITLE ICK. REMOVED CHART. f 11/)5/13 UPDATED TITLE roc. 15/ 15/17 SHEET 1 OF 2 DRAWING PART ND. I REV. 307494 P11 2 3/4" f 1 " REVISIONS EDGE DIST 2 INCH raACX-aaS-TEXAS WALL ANCLE 12 FOOT UPDATED E60XX MIN. 1 8 2-24 BP,! B/11/03 1 /8 2-24 P3 UPDATED FORMAT. IN, ALLOWABLE PRESSURES TO MIN 3/16" THICK 40.00/-52A0 PSF FOR ALL DOOR WIDTHS. STEEL FOR MOUNTIN CHANGED 'TEXAS WALL 5/16 x 1-5/8" tl/4-20 WALL ANGLE ANGLE' TO 'CONTINUOUS WALL ANGLE'. ADDED LAG SCREW OR DETAI aANNGEDUNno EQUIVALENT INTO HD ANCHORS CRT 4/2/07 MIN 2 x 6 N0.2TRACKSPF (G=0.42) OR CLI P4 CNANCED FORMAT. ADDED MODELS 0800 BETTER AT EACH1/4-20x9/16" AND 8024 WATN OVERLAY HOLE OR PAIR OFTRACK BOLT AND TTRACKCUP GRT B/21/D7HOLELOCATIONOULLS HEX NUT PS UPDATED MODELS uslm IN CHARTS. MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL EDULES. LTA CUP 9LP 9/06/07 2 3/4" MIN EDGE DIST OPTIONAL: WALL ANGLE MAY BE DPE7AIL ORRAVAANCSnNc ATTACHED TO SUPPORTING STEEL GRT 10/05/07 a WITH MIN. (1) 1/4-200/8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. ELIMINATE THE USE OF C'essTME DWASHERATEACHHOLEORPAIROFTM#B a. HOLE LOCATIONS IN LIEU OF WELDING BOARD). OLP 10/24/07 PO UPDATED STEEL MOUNTING DETAIL RB 04/11/05 P9 EXPANDED 1-1/2TO Q• ' • • 1-3/8• THICKNESS DOORTHICESSCHART UP TO 14' MICH. CRT 12/11/D8 8" SIMPSON TITEN HD, P10 ADDED MODEL 8700. UPDATED TITLE BLOCK 7rAT3/4" MIN EMBED INTO on D/2/10 IN 2000 PSI CONCRETE P11 UPDATED TITLE BLOCK. REMOVED CHART. EACH HOLE OR PAIR CRT 11/15/13F HOLELOCATIONSfP12UPDATEDTITLEALL ANGLE /// O/ RACK Esc D,s/17 4- 20x9/16" `ZN.. BOLT AND ••'• V%CENS CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT ip TRACK CLIP * ; No, 77W '• S _ ST' ATEOF S1 OR1DA .• G \ SZ01VALEN,` WayneDATE NAME Dalton. DRAWN ORT DII6 CW KN>RW 6 3,7eeouITT1 RILM 1eD wuNt' e1PC NaeD f 2 GARAGEDOORS8/ 21/ 07 CHECKED B/21/07 uRe Of 2 RPE77fUTXR117L'eSHEET ROtE390NA1 DIpNF7J1'S SEA PROMOLD OILY NOR V17 nCAT10M OF WanLmO DONSMYCMW D"AJL4 TRACK SUPPLEMENT 3395 ADDISON DRIVE PENSACOLA, 325T4 FLORIDAFLORIACHARTDRAWING PART NO. REV. 307494 8COLP 11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 650) 474-9890 ENE J Ko '• P.•• ticENSF ••.7i No. 77945 y ' STATE OF s'• .P ORIDP SZONAL 1EN \\ MINIM WAN.f A KORUM, PC 4374 COUNTY ROM I" 40uN1 NOPL 01DFL7MI41IIIPE117M PROPEMOIML ENGINED.i'S SEAL PROVOED 0lY FOR VE116ICATION OF WI DLOAD DONSMUCWU WTAy. 6' NAIL MAXIMUMSPACING 6' MAX SEE DETAILS 1, 2, AMD 3 REQUIRED FOR VERTICAL POST REINFORCING, SYSTEMS FASTENERS PER SCIEOULES 1 THR U 4 MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR DOOR 1EMI ATTACHMENT TO WOOD SUBSTRATE OR MIM WUM 2s6 FOR ATTACHEMENT 70 CONCRETE AND GROUT FILLED CMU, TYP. U Q HEADER LOQC ACXET LUMBER. it 4' C 2-3/4' 2) 3/6' SWPSON IYIFH HD SCREW ANCHOR WITH A 1 1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4% DFJAA I MINIMUM TSO0 PSI CONCRETE CAAPPACAIITOF M DESIGN LOAD 2065 SDOORWIDTH MUBMUM 218 q SOUTHERN PINEBItACOET LOCHLUMBER. 4• 6' 4' 4) 3/ 6' SIMPSON T17EN NO SCREW ANCHOR V47H A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/ 4' AND A MINIMUM EDGE DISTANCE Of 4'. QE7E11 2 MINOAUM aeDO PSI GROAT hll m HiIU NOT<, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. P17 UPDATED TTTLE BLOCK ESC 6/ 15/17 MINIMUM 2. 6 /3 ¢ HEADER LOCK SOUTHERN PINEBRACKET LUMBER --\ 1- 1/ 2'-J \ '-1/2• J 4) 3/ 8' DIA. LAO SCREWS WITH 1- 1 4' O.D. WASHERS. LAG SMALL HAVE A MINIMUM PENETRATION Of 1-9 2• INTO THE MAIN SUPPORT MEMBER. DE7dIL_l MAIIMU SIGN LOAD CAPACITY OF 2430 LB S DRAWN SHEET 1 OF 2 rxcrrcn JAMB CONNECTION SUPPLEMENT DRAPANG PART NO. REV. 324620 1 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 85O) 474-989D DRMML 1 XdM91 PE 76 calm ROAD Iw MOOR VPL = FL PE 771sS TIE PE 117us PROR940MAL O+Ow311'S SEAL P60N0Ep OILY FOR WMACATION OP 17/OLOAO OWSipuCPp1 OFTAAS MIN 2500 PSI CONCRETE U=' MAX( ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' OF SUPPOR71NG STRUCTURE SHALL MIX EDGE 0BETHESOLERESPONSIBILITYOF THE PROFESSIONAL OF RE FOR THE STRUCTURE i e . G 3/6' SIMPSON TITEN HD. 2-3/4- MN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20a9/16' TRACK BOLT AND 1/4-20 NE( NU TRACK DIRECT CONCR TF MOUNTING DFTAI1 A ENSF RZVI No. T7945 t Q LL! is OFsv k- OiC* FLOR10'•'(; SIONA- MIN 2 • 4 SPF (C-0.42) OR BETTER WALL STUD NOTE• 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 — S/IS- LAG SCREW WflN 1-9/3((2• E/M/BE))D N CENTER OF JAMB 6R,idCET iOCAOR DCW JAMB BRACKET 1 4-20d/16' ACK BOLT AND 1/4-20 NIX N TRACK DIRECT WOOD MOUNTING DETAIL MAY •70 oe PFR . F•GTCMER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK Esc sps/17 DRAWANG PART NO. I REV. 324620 P16 Florida Building Code Online I Busness 8 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats & Facts I Publications I F8C Staff I BCIS Site Map I Links I Sear Wa r co) Product Approval USER: Public User : 5 Product Approval Menu > Product or Aoolicatlon Search > Aoolication List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived - Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I I Sections from the Code hdps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1/2 1 /2/2018 Florida Building Code Online 1 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised t Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See Installations Instructions and Product Evaluation FL1971S R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2 / 0 Ing a Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1971S R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER480S SS 2017-06-14.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1971S R3 If SWDO11 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. *Pursuant Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi6 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: FR®®'c®EJ Credit Card Safe https:Hfloridabuilding.org/prlpr app_Itl.aspx?param--wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d°/a3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF IKE MAXIMUM SITE LISTED. N.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF IlnSTALL THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SMHM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 118 WOOD SCREWS OR 11 GAUGE ROOFING NARd OR LOCI COMMON NAILS OF SU MarT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE DISTANCE. ON INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 98 SELf-TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 N N I N BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. 3B' EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RID WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE - THROUGH FAME INSTALLATION- FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CDNCtETE/MASONRY, USE 3 16INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.2/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 13/4- EDGE DISTANCE THROUGH FAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF 3 THRUMP NE7RATION BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEEk AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES. 1. THE PRODUCT SHOWN MEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WTTHTHE 6TM EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMAICSA10III&Z/A44008/11 2. ADEQUACY OF ME OUSTING STRUCTURAL CONCAETE/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 RESPONSI811ITY OF THE ENGINEER OR ARCHITECT OF ACCORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX 6UCTLS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECINED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A S EOFIC 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 INS DOCUMENT IN MON441M AREAS. IN HVHHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIMV-LADE Rift OR ANTI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUDRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 7. IN ACCORDANCE WITH THE GIN EDITION FSC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT IMTO FACE SHELL OF OR SMALL OF OF A DURABLE SPECIES AS DEFINED IN 6100L CHAPTER 23. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE GLASS CHARTS. SEE SHEET 6 EDIT GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPA07ILS FDA PRODUCTS MEREIN ME BASED ON SUBSTRATE MATERIALS W17W IKE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF CSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C. GROUT -FILLED CMIY UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTM OF 2000 PSI AND GROUT COURMU" 70 ASTM C A76, MINIMUM GROUT COMPRESSIVE STRENGTH OF 20DO PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TOASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PX E. STEEL- MINIMUM YIELD STRENGTH OF 331SI. MINIMUM WAILTWICKNESS OF 47.8 MIL (0.047r or 18 GAUGE). MIN.1/2- EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/1G-. MIN. 1/2-EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL G HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL A HOREZONTAL SECTIONS MODV6H FLAME) 6 HORIIONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIIE COPrtiG. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHE16W 36. B4• O/X 35 / -35 PSF NON IMPACT 3r w O/X 50 / -50 PSF NON IMPACT 38' 74• O/X 50 / -50 PSF NON IMPACT 3r 77, O/X 35 / .35 PSF NON IMPACT 44' 1 62' O/X 50 / -50 PSF NON IMPACT 4r 7r O/X 35 / -35 PSF NON IMPACT 4W 14. O/X 20/-20PSF NON IMPACT sr 72, O/X 25 / -25 PSF NON IMPACT 36' 83.7 V O/X (ORIEL) 35 / •35 PSF I NON IMPACT 4r w O/X (ORIEL) 20 / -20 PSF NON IMPACT 7r 6r O/X-O/X 35 / -35 SF NON IMPACT 7r 84- O/X-O/X 35 / -35 PSF NON IMPACT 7W 6r O/X-O/X 50 / -50 PSF NON IMPACT 76' 72, O/XO/X 50 / -50 PSF NON IMPACT 76, 7r O/X-O/X I -25 / -25 PSF NON IMPACT 80- 74- O/X-O/X 15 / -351SF NON IMPACT Ile 74. O/X-O/X 30 / -30 PSF NON IMPACT 108- 6r O/X-O/X-0/X 50 / .50 PSF NON IMPACT 10r 72, O/X-O/X-O/X 50 / -50 PSF NON IMPACT 108' w O/X-O/XO/X 25 / -25 PSF NON IMPACT Oyloq H814a by MU1110A F. NOloro. P.E. Romen:' am appa m m °0° and FL#: FL19715Omm2017.0 LIS 16:119fl -04TXP rSilverljne i svindersen g 171 w1 000f•100111 OF4 SRVCAI.D4; o M No"m 44m4WIKA NX Now Ir.:Xusr000 Li o z IX3e. W Zmi JZo m Zz Lu 10 2 S a ^ 0 p .d Q : Y g I lit, T mK mZ JVX o p v uwG u SWD002 SHEET: i OF A Y MAX HET6 MAX FRAA HEIGHT 91 MAX FRAME WIDTH 48• ELEVATION SINGtE HUNG WINDOW MAX FRAME WIDTH 9V D E , s f S 4 ) FRAME 4T 74• x •x A O s ELEVATION TWIN SINGtt HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901I901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902 1 RATINGS, TWIN UNIT CONFIGURATIONS MAX i% HEIGHT t MAX FRAN HEIGHT 9! MAX FRAME WIDTH48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH 108•-I TRIPLE SINGLE HUNG WINDOW Silver Lind k-tkldurxn 0 c SLL%s%VA chi" w.TN NgMawIM W W,Q A ~ 3 xJrihxr m1 W Gi m i LUm ^ VI W m0 z 0 u S n G F///IIIIILIL w fC yI m Z H 2 0 DWG rF: SW0002 SHEET: 2 OF L i P] 2• MAX. FROM CORNERS 11• MAX- D.C. elm r MAX FROM CORNERS 1_ 11' MAX O.C. r MAX FROM --{ 41/r MAX CORNERS I O.C. 41/2' O.i NEI NOR .r..r.acq.Toreonl s..uN:Dxx.•oc 2'MAX FROM CORNERS ANCHOR LAYOUT NAIL AN - SINGLE HUNG WINDOW MAX - r — 2EF• MAXFROM COO RNERS O.C. 6' MAX Rom CORNERS 20' T_ O.C. L 6' MAX FROM CORNERS L 1 ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 16 L 6' FROM CORNERS 41/2' MN(. O.C. ANCHOR LAYOUT NAIL FIN. TWIN SINGLE HUNG WINDOW 1' MAX FROM r f 6' MAX coaNEas O.C. 1`MAX FROM CORNERS 6' MAX. FROM 12 3/4- MAX CORNERS I r O.C. rr Ell 161/ ANCHOR STRAP 6FROMP/N 50.2"5.2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW NINON 4 i---- 6' MAX' D.C. ANCHOR LAYOUT NAIL FIN - TRIFLE SINGLE HUNG WINDOW lr MAX. O.C. ANCHOR STRAP P/N 50-2"5.2 SEE 5HEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverW6 A Fsm OW saveks,4 DIME NMDq&ft 2.WIQNIOIAS w t>N1 nma f2 u X 2 0'nn W> ZW= T 2m p w m N W Q H e223LumC 2 LLP F p W p m J O p V) Z H o o W V) UJ r ", * Vly%- 4 l"F/1111100o R 1 5: 1 3 p N6 Yl: SW0002 BEET: 3 of 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 99 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER O.A. SEALANT UNIT BY OTHERS HEIGHT EXTERIOR SEE GLAZING DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT 3/8' MIN. EDGE GIST. 1/4' MAX. SHIM SPACE SASH REINFO INTERIOR SEE SHEET 6 FOR REQVIREMEN SEE 6LaZN DETAIL SHEET VERTICAL SECTION Q HEAD-2XWOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT / \ PERIMETER SEALANT BY OTHERS 1/a• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3. MIN. WOOD BVCK BY OTHERS EDGE DIST. SEE SHEET 6 FO P• '• CONNECTION DETAILS e .• a CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY G ZX 11/2• MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION Q SILL -2XWOOD RUCK NAIL FIN INTERIOR 1/4• MAX SFdM SPACE RCLJG TS 6 6 EXTERIOR O.A. UNIT WIDTH j MIN. 31W EDGE DISTANCE MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE u8 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I TNSTALLAT70N NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS C HORIZONTAL SECTION Q IAMB • METAL STUD NAIL FIN SilverLine L`-AtklerSLn MAW.* ORM mwnm Yuw"nck w31: it 0 90i z^ SN10 " N ON"': W 'mc n 0 n G •P V) O H o Lo H d L OM LIJ W F G W 112 T W m2 _!V) N 3 x S V ZA h VG st: SW0002 EET: 4 OF 6 410 WOOD SCREW — INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS + ' CAULK BETWEEN CONCRETE/MASONRY BY OTHERS '.':......... . EXTERIOR FINISH ... . 3/4' MIN, EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4• MAX. CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE 6LA2ING 1 v2' MIN DETAIL SHEET 6 EMBEDMENT r INTERIOR fA1 I PERIMETER SEALANT MAX11/4• BY OTHERS / SHIM SPACE A. EXTERIOR ( / INTERIOR UNIT / HEIGHT SEE GLAZING DETAIL, SHEET 6 1 VERTICAL SECTION J HEAD • 2X WOOD BUCK THROUGH FRAME SEE &LAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE VIEW-ANCHORO.A. / 'PLAN VIEW -ANCHOR STRAP UNIT / (P/N 50-2995-2)' DETAIL AT HEIGHT 1 RIGHT FOR INSTALL. REQ. PERIMETER SEALANT 1/4' MAXSHIM SPA BY OTHERS-",-' r EXTERIOR FINISH BY OTHERS •° '. 1 1/4- MIN. EMBEDMENT PRECAST SILL ! • a BY OTHERS 3/1V ITW TAPCON ° .. INSTALLATION ANCHOR 1 3/4• MIN. ° EDGE DISTANCE p VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIR 2/2• EDGE DISTANCE 410 6R 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR `• dME M SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 JAMB• METAL TUBE/STUDORAPPROVED MULUON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4,0000 FRAME, HOLES PROVIDED TO ACCOMODATE 024 DIAL 2 0000 2 0000 0. 500 0. 0620 0 0. 7500(2) 3 2 2. 3750 0000() 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN.1-1/4• EMBEDMENT, MIN. 1-3/4• EDGE DISTANCE, B. FOR INSTALLATION TO METAL STUD, USE (4) 410 SELF -DRILLING SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4- EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 1/2- EMBEDMENT, MIN.1' EDGE DISTANCE. SilverLine IwAmdersen Luce we. eseee 04 = 14%" w1vt h=? w Ieucw7K w OOfDt n. par.rrwop A Z3p ~' I 8S8? h 8n g& o W < _ • la W V E N ~ Wcm< S^. C W MF' 1yW`ra L A Q c • o 0 V) Zuj 0 < 0 o V) p m H o " at L w o R 4 GNJ = I uZ O p V h DWG sF: SW0002 SHEET. 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION r HORIZONTAL SECTION MEETING snu 6 INTERMEDlkTE FRAME MULUON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X). DESIGN PRESSURE •/- 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74. (O/X). DESIGN PRESSURE •/• 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X). DESIGN PRESSURE -/- 50 PSF 108 X 62, (O/X•O/X-O/X), DESIGN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 1300 GLASS LOAD RESISTANCE. F5/ 8.O.A. I.G. GLASS EXTERIOR / INTERIOR MIN. GLASS 0 SITE 1/2- 1/8• SETTING BLOCK GLAZING DETAIL I Silverline bvWe'ru n KIM now 'M a•rt an cawt wvE nooTM •oK+:yna w riot M.n US OOD G NOTE: v Z LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I• MIN. CENTER TO CENTER SPACING BETWEEN ANCH045 SUCH THAT MAX. O.C. vSPACU46SPECIFIEDISNOTEXCEEDED. LL) h2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK Wp L4• ITW TAPCON ANCHOR 4• FROM CORNERS 116' MAX. O.C. THEREAFTER I I L4' MIN. EMBEDMENT • " 2• MIN. EDGE ^ DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS TL • ' I 1 DISTANCE EDGE i 9T DISTIST ANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL t oa hocv VG ;tt: SWD002 IEET: 6 of 6 I BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: Series 290014900 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I —4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' O 7 1Qj G Hermesld!fJHt?o' P.E. Florida No. 73778 BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL i# 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. 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 6t' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6"' 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 61" 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. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 i BUILDING DROPS FL*: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 89241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 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: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. Pc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 r Business & Professional Regulation r ra m BCts Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Stall I SCIS site Map I Unks search b a Product Approvalr0USER: Public User C•t't-• 4001 •aLMt:• dIrI :a Product Approval Menu > Product or Application Search > Application List > Application Detail I OFFICE OF FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692E-17 ASTM C1186 eaulvalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 RS It CemPlank-Installation.odf FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 115 II ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding Aber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FU3192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 RS II ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 RS II HardiePlank-Installation.odfDesignPressure: N/A Other: For use in HVHZ Install In accordance with NOA 17- FL13192 RS 1I NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathlna.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 RS It ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes. Frame.odf Impact Resistant: N/A FL13192- RS II HardieShingle-Installation.odf Design Pressure: N/A Verified By: Ronald L Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 1 HardleShingle Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure., N/A Other: fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 RS [I ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 RS It ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS 11 HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVH2: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVH2: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP SheathinmadfImpactResistant: N/A FL13192 RS If NOA 17-0406.06.01' Design Pressure: N/A Other: For use in HVH2 Install in accordance with NOA 17- FL13192 R5 II Prevail -Lan-Sidina--Installation,adf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Back FEED Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement n 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 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick haL. Product Approval Accepts: Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PRVAILE, sQRltk"... . MULTIFAMILYSIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on 1Carryedge. P9 • Protect edges and comers from breakage. The manufacturer is not feS responsiblefor damage Caused b POgy Ou1D00R3 1. Position tuning station so that wind will blow dust away from user and others Inwmlmngam. 2. Use meofthe following methods. a. Best: I. Score and snap U. Shears (manual, electric a pneumatic) b. Bellew: 1. oust reducing riradar saw equlppad with a Hardrehladensaw blade aneV Avacvumextraction G Good: 1. oast reducing circular sawwilh a Hadeblade saw blade only use for low to moderate culling) INDOORS I. CN any usug score and snap, a shears (mamral, electric or pneumatic). 2Posdionadangslaeoninweaventaatedarea NEVER use a pourer saw tboas NEVER use a droular saw blade Ural does not wrty the Hard"blade saw blade trademark NEVER dry sweep —Use wet suppression orHEPAVaauum improper storage andIq handling oftheproduct. Important Note: For maximum protection (lowest respkable dust production), the Manufacturer recamniends always usN'9e 4eveI cutting methods where feasible. NIOSH.approved respirators can be used inconjunction with above g practices to hatter reduce dust exposures. Additional ettpostrm information is avabble et www. prevaUsWing.eom to you detemdne the most appmpriateaculling method for your lob requirements. If Concern still exists about exposure levels or you do not comply with the above practices, you should allays consult a qualified irbusttal hyglenist or contact the Manufacturer for further inform lot soomm GENERAL REQUIREMENTS: Prevail'" lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through (he finished application. PrevailTM lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power driven nails (fasteners) are used for attaching siding over foam insulationtsheathing. A water - resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install PrevailTM products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building tales 9 greater than 6' Is required (fig. 3). Maintain a 1"- 2' clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/ 4' clearance between PrevaiP products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure 1 Double Wall Single Wall trim (fig.6). Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water resistive banter lel•in bracing Adjacent finished grade must slope away from the building in accordance with local SB d « 24' o. e. max. building codes - typically a minimum of 6' in the first 10'. o she 9 Do not install Prevail"' products, such that they may remain in contact with standing water. PrevailTM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the eoetficent of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products' at www.JamesHardie. com. INSTALLATION: JOINT TREATMENT fRequlred for facimyBuilt Color Rnlsh, Recommended for Filmed pmduc# It is not recommended to use caulk at field butt joints. Figure 2 water -resistive barrier joint flashing" 3 g ( rem o " N ptankedge oo eo a water- reslsive o border Install plants m moderate contact ° 0 0 o fastener Install a 1 114' starter strip to ensure a consistent plank angle Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, then caulk"' As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILJCA DUST Prevail"' products contain respirable crystalline sNca, which Is known to the State of California to cause cancer end Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathkg excessive amounts of respirable SIGp dust ten also pose a dlaabling and potentially fatal lung disease piled sltimsLa and has been linked with other diseases. Some studies su gest smoking may kruease these risks. Dur'mmgg InsfaUation or handling: ((1) work lo outdoor areas wdth ampb ventilation; (2) use fiber cement sheers Icr wltirg or, where not feasible, use a Hardieblade saw bode and dust redudrg circular saw beached to a HE vacuum; (5) want ethers in the immediate area; (4) wear a properyUtted, NIOSH approved dust rtask or respirelor (e g. N 95) n aceadance with epptipble government regulations and manufacturer InsWdlons to fuller Ilmlt respirable alp exposures During dearwp, use HEPA vacuums ar wet cleanup methods •never dry awesp. fur fuller intormatkn, refer to our Inslanalion inswdlom and Material Serery Dale Sheet avatiahle al wow.preva(Isiding tom or by plUng 1.877-23G7528. fAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION I UCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mmam PR1007-P114 7110 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between PrevailTM products surfaces, flashing and counterflashing requirements for clearance between the PrevailTM• products and ' arid'decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure s manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the stud feb mpsism Figure 4 roofing and the bottom edge of the siding and trim. Ft ure s9 concrete Maintain a 1/4" clearance between the bottom of PrevailTM' products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4' gap Caulk flashing vantage"' lap siding Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia aiding water feelSUVebarrier deck material 2' RaRstt. k !4!ltt toter ashing ledger r- r Figure 9 KICKOUT FLASHING Sope.+ l o <,. '' Because of the volume of water that can pour sell down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with l eives memlaane step flashing. Where the roof terminates, KIdWA Nno install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashingt To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all Prevail"" lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" -- O. C. max. stud 24" Figure 10 Figure 11 1 1/4' min. O. C. max. overlap water - resistive O. C. overlap I barrier o for Both Face I I and Blind Nailing _ 0 blind nail ' _ °t I 3/4'-1' l _ — t O I min. 1 1/4" N face nail 0 overlap I T' I I , water - resistive water - resistive barrier 1 1/4' min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. t The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.lconline.com. Also see General Fastening Requirements. P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail"' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where...... Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il 0addnail do not under Do NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"'' products. complying with ASTM C920 Grade NS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkinglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Bade -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail"' lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL"' SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING Number of 12' planks, does not include COVERAGE AREA LESS OPENINGS SO 1 SO =100 sqA) 1 GUIDE waste 5114 exposure) 4 Please call 877-236-7526, option 1 for local availability) PREVAIL" LAP SIDING WIDTH 6114 71M 71N 8 8114 9114 5 6 6114 6 314 7 8 9112 8114 12 10 314 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Codes for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 02010 JHTL. !W rights reserved. TM, SM, and ®denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2/2018 Florida Building Code Online Busine•ss 81 Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Slats & Facts 1 Publications I FBC Staff , MS Site Map i Links Sear L r Q I Product Approval USER: Public User Product Approval Menu > Product or Aoolication Search > Application Lis[ > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report Q4 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwc(Wmooed2jo%3d%3d 1/2 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 II ALC1S001.3 2017 FBC Evaluation Report 04 T ti Soffits final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes i Other: See Evaluation Report for limits of use. Evaluation Reports 0 FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 ' Soffits final.o f 9 Created by Independent Third Party: Yes Back. Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8SO.487.1395. *Pursuant Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licem under Chapter 455, F.S., please click hat_ Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param--vGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t jl IR,,A''i E N s 2017.09.01 No 74021 10:06:1 O 041001STATEOF441 T•• A' O , P Zachary R. Priest, P.E. s •• R C? .` Florida Registration No. 74021 S/pNA; E?` 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 (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location lf- Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. panel l pandsecuringeachpanellap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spacedaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch oand securing each c. finishing nail with min. 3/16- 253.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F- 3 Max. Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. i25. 6 16- inch inch o.c. O.C. 3/ 16-inch head dia. trim nail spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 L16inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ringinch One (1) min. 1.75-inch i o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail One (1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 g, - a . /. One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 260 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga. 1 /4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3)18 nail straight -nailed female lock or One (1) 18 ga . %- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 63.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection Max. inch head spaced rafter spacing is 4-inch o c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovEn SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. Sk" engagemenc(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F 1 & 12F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 n, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4• ; ; DIAMOND PATTERN DETAILcCROWNST„P1 USING A DIAMo D KI ED11 Sr Es PATTERN FACIA BOARD FASCIA CAP 12F-2 1OEMFACIABOARD3/4' X 1/4' CROWNjS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P7'F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.0 NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT —max. 12-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE olsr I SINUS DIAMOND I DETAIL PATTERN FACIA BOARD IT BETVCDOITAPI.E: S 3/4- X 1 /4- CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(1) A8 x PAINTED S.S. 48' FASCIA CAP 1/2•' x 3/81 head diameter screw, O.C. 3/4' X 1/4' 16 • o. c . CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 (' TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1'rj- CROWN STAPLE OPEN RAFTER FASCIA BOARD H 6A wr I -NA 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT & FASCIA DETAIL F' CHANNEL SOFFIT: MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 Min. 3/8" head dia. nail with min. 1%11 engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER„ 3/4• x 1/4• ; DIAMOND PATTERN DETAILCROW, USING A DIAMOND ; stAass A PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4• CROWN FACIA BOARD 8. 1-3/4• TRIM NAILr'F- STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4• X 1/4• DOWN CROWN STAPLE SOFFIT- max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S-S-___\ FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD r'aJ' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL oo INS"—FASCIACAP; REFER TO SOFFIT i FASCIA F' CHANNEL DETAIL 3/8 SOFFIT: MAX. 16' I SPAN WDDD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1 /4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN ANNEL 1-3/4- TRIM NAIL) PAINTED S.S. 48- O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN DETAIL Y I FACIA BOARD r KTvmOi STAPUS ASCIA CAP 3/4- X 1 /4- CROWN STAPLE -8. ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. r.p CROWN FASCIA CAP STAPLES USING A OIAMONO PATTERN; REFER 10 1'at' CROWN STAPLE SOFFIT STAPLE aDIAMONDPATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 rr!' CROWN STAPLE - FASCIA [AP; REFER TO SOFFIT i FASCIA \ DETAIL 11 8• Nominal rd' SYPIBattenAnchoredto SOFFIT: MAX. iP f-CHANNEL Rafters rich one 0 Ring Shank Nail at WOOD SUBSTRATE every Roller \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.S. ta- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1-r1- CROWN STAPLE 1 f- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24F-5 I-af- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAILNominalrYSTP Batten Anchored to SOFFIT; MAX. 24- F-CHANNEL Rafters with one TO Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PANTED S.S 14GA i- T-NAILS I FASOA CAP SOFFIT 1'ej- CROWN STAPLE 1 j- HIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I'ej- CROWN STAPLE FASCIA CAP, REFER TO SOFFIT t FASCIA DETAIL Nominal T'Ir SYP Batten Anchored to SOFFIT; MAX. 2t- F-CHANNEL Ralcers rdh one Td Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TRIM NAIL FASCIA BOARD PAINTED S.S. 1''j' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO CANTILEVERED I-ej' CROWN STAPLE SOFF17 STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD I TRIh NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 Sr 1-4* CROWN STAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT t FASCIA lo DETAIL / \ Nominal I' a 2' SYP battens 6 aeabbeo between carters and SOFFIT: MAX. 24' I j/g'` 1-CHANNEL setwee With one (1) 7a ring I shank nail straight-nalleo through the rafter into the eno W000 SUBSTRATE Mg in batten or two (2) 70 \ g shank nab too nailed on itmer aloe of the batlem at ma battan/rafter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 66 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Height fft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 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 Enclosed 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 1-. 3/4" — r 1/8" HEM i T 7 3/4" 3/8' ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1/8" HEM f 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 02riv 0 ISr rio 18' BLANK 3 / 8 PROFILE 117rW o 0000 ao 00000 000 ooaoo 0000 ALUMINUM COILS, INC soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/13/11/8" 1/8" 3/e" 02V TYP 0 ITr TYP 13.75" BLANK 3/8" PROFILE z. ur rat o 0000 oa 00000 0000 0000 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Entity Certified Testing Laboratories (TST1577) Certified Testing Laboratories (TST1577) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) LIMITATIONS Report No. Standard Year CTLA 1847W AAMA 1402 2009 CTLA 2076W AAMA 1402 2009 ACIX-003-02-01 AAMA 1402 2009 ACIX-003-02-02 AAMA 1402 2009 This report is not for use in the HVHZ. Design wind loads shall be determined in accordance with FBC Section 1609. Soffits shall be labeled in accordance with FBC Section 1709.10. 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 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. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1,P:'.C•E NSF . cr>''' No 74021 p'.. STATE OF C? CERTIFICATION OF INDEPENDENCE 2017.09.01 12 f 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location if - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved S stems for 12-inch Overhang with F-Channel 12J4 A roved S stems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel 771 Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 240.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel andsecuringeachpanel l lapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. aced 8-inch o.c. spaced head diatrip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 16F- 1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0. 072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0. 072-inch diameter 16F- 2 12- inch Wood inch leg staples in diamond pattern Wood 4- inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F- 3 Max. 16- inch Mood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/ 16-inch head dia. trim nail t25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.t/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap16-inch inch head spaced o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.6 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psp Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga , anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16 min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No 12F-1 8 12F-3 Installation Detail Min. 3/9" head dia. nail with min. 19.1 engagement(for woad substraLe) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(ior concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, concrete or Block Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3M `, SOFFIT STAPLE OPEN RAFTER 3/a' x 1/a• ' DIAMOND PATTERN 3/4' CRO _j Ly1/4 DETAIL USING A DIAMOND sr ts i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4• CROWNJTRIMMLFACIA BOARD 8' 1 STAPLE ON CENTER 1-3/4' TRIM NAIL PF' CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHE0C NAIUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT_ max• 12-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN o, J—CHANNEL 1-3/4" TRIM NAIL) screwed to soffit witPAINTED S.S. 48" h one(l) H8 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN I I FACIA BOARD D ETAI Lyrocrvcai P c: I i ASCIA CAP 3/4" X 1/4" CROWN 1-3/4" TRIM NAILSTAPLE '8" ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4• X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD N 61 S/r T-W 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA DETAP F' CHANNEL SOFFIT; MAX. W SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16F-3 No. I Installation Detail Min. 3/8" head dia. nail with min. 1%." engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD ¢#T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 n„` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ; L-1 ; DIAMOND PATTERN CROWN STAPLES`DETAIL USING A DIAMO D r KIVCD'I ar u PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4• X 1/4' CROWN FACIA BOARD 8. 1-3/4• TRIM NAILr-F- STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48• INSTALLED WITH THE FASCIA CAP O.C. NAILING FLANGE UP OR3/4• X 1/4• DOWN CROWN STAPLE SOFFIT- max • 16 - i nch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15OO1.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61132O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD I'x}' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER / \ oo TO SOFFIT i FASCIA F- CHANNEL--"-, HANNEL DETAIL SOFFIT; MAX. 16' SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER LA n ` SOFFIT STAPLE DIST 1 DIAMOND I DETAIL PATTERN FACIA BOARD yr crvtn i sr cs 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4' X 1/4' CROWN STAPLE '8' ON CENTER 1FACIA BOARD 1-3/4- TRIM NAILPAINTEDJTRIMNMAJLP—CHANNEL S.S. 48'FASCIA CAP O.C. 3/4' x 1/4' cRowN STAPLE SOFT —max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t• TRIM NAIL FASCIA BOARD PAINTED S.S r.t• CROWN FASCIA [AP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1•.4• CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OE1A0. 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 & DETAIL 24174 1•.J- CROWN STAPLE _ FASCIA CAP: REFER TO SOFFIT 1 FASCIA \ DETAIL/ LL• Nominal r.2• STP t—— Batten Anchored to SOFFIT: MAX. 24' I I I 3 81F-CHANNEL Rafters rdh one Id Ring Shank Nail at every Ratter / WOOD SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOfFIi 1--I* CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 Pat' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal r r SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Td RingShank Had at every Railer WOOD SUBSTRATE ALC15001. 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD ItGA ' i-MAILS PANTED S.S. FASCIA CAP SOFFIT 1',a' CROWN STAPLE 1 I- TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 l'ej' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAILNominal1'xr STP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24' Rafters with one 1d Ring Shank Nag al every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP STAPLES SOFFITUSINGA0AMOND PATTERN; REFER TO CANTILEVERED I'sl' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DE f AIL FASCIA BOARD SOFFIT & FASCIA T t• title NAR PAINTED S.S. DETAIL 24J-1 & rq- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT It FASCIA DETAIL B• Nominal 1• a 2' srP banero acaobea between ranee and SOFFIT; MAX. tt' 1-CHANNEL eecure0 wuh one (t) 7a nnp IhanknailebalOht•naaeo th—gh the rafter into the end WOOD SUBSTRATE of tns benen or two (2) To nn0 elnank nada 1:064Mde0 on either aide of the battern at the banwraRe Interaectwn SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 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 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 3209 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR Mfit Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 F 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 318" J-Channel 3/4" 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM f 1/4" T 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 02riW 0 12r ttV 18' BLANK 3 / 8 PROFILE 2.ttr FW o oonuoo 00 ooaoo 000 0000 a000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" 7/6" 3 1/8" 7/8' 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 02P TYP 0 12vTIP 2 Or REf o 0000 0000 000ao ooa 00000 ooao END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001. 3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online Busine-ss & Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stai lk Facts I Publications I FBC Staff I BCIS Site Map I Unks I Sear norda Product Approval USER: Public User 6i MotiNp Product Aooroval Menu > Product or Application Search > Aopiication Lis[ > Application Detail FL # FL5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobaIn.com Mark Harner mark.d.harner@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Bu ilding%2OCode%200nline. html 1/2 1 /2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1, 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use' Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural, asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.pdf Verified By: Robert Nieminen, PE PE-59166; Created by Independent Third Party: Yes, Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444- Created by Independent Third Party: Yes; Back Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wl: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 45S, F.S., please click here . Product Approval Accepts: W imP Credit Card Safe file:///C-/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 212 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/200S 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1S07.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/OS/2017. This does not serve as an electranially signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.11684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certlf sate of Authorization #9503 6' EDITION (2017) F8C NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201", XT" 2S, XT" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle•, Landmark'", Landmark"A IR, Landmark'" Pro, landmark"' Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake"A IR, Presidential Shake TL"' and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"A IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (V„ it =194 mph). 5.4.3 Classification by ASTM D71SS 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 D71S8 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidentiol5oldris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (V,,,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certiftcote of Authorization #9503 6D1 EDITION (2017) F6C NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 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 QOTRINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 36, XT" 301 ENGLISH 12" 12" 12" 305 mm) (305 mm)--(305 mm) J 1`1 5mm) — i lanl 1"(25mm)-( 5 $/a" (145 mm) J. 5 112 lot rrood T METRIC 131/8" — 131/8" — 131/8" I"(25mm) —Sealant 1"(25nm) 6 r4.. T Figure 1I 3r Use four nails for aaryfrdl sbingle. STEEP SLOPE Use four nails and sic spots of asphalt roo0ng cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASDI D4586 Type 11 is suggested. I Rooling Cement Apply I"(25 mm) spots of asphalt roofing cement under each tab corner. Figure 114- Usefour nails ands& spots ofasphall cement on sleep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT201", XT"" 25. XTM" 30, XT" 30 IR: Cut Shingles 25 mm) - IIg r 2 (50 mm) Ranoveyl l fr— — — CaCap Cap305mmShinShingleShingle Figum 11-24: Out tabs, tben Trim back to make cap sbingfes Englfsb dimensions sboum). 5' 12" (305 mm) Eases g 125 mm) — —: uSes v `2!a l`5` I?mos N°'tpOe Purl Figure 11.25: Inskdlation of caps along the bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPIT"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3S32.09.0S-R13 Certificate ofAuthoriration #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/0S/2017 Page 4 of 12 6.5 6.5.1 QOTRINITYIERD ARCAD ATM. ., : x ` . ., . 'r t.: • • qua. _ i•' -i • it r:. tu' z:. t•: LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below. Noll Lino Nail Nail Line 1' (25 rem) 1- (25 rem) Figure 3: Mw sir nails for evvgfull sbiagle. Use SIX nails and FOUR spots of aphalt roofing cement for every full shingle ac shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement narGng AtiTQI D 45M 711)e If is suggested. Hip & Ridge for Arcadia"': Cedar Crest'", Cedar Crest'" IR I'(25M) r•(25w)—r Figure 3: dse sir nail, and four s/x rs of asplralr roofing cement on sleep slopes. Use two (2), minimum 1Y4-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'0" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP i or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line Y4 to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. rem) (305 rem) I rVure Hand -sealing adhesive 4" 114" 314" I 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 eertiftate of Authorirodon p9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page S of 12 6.6 W (36 mn T®.OR BELMONT® IR: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 0 o Adddional nails d requited. 5/1 (±6 QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. i l' (25 m.) \ Rmfirm Cmnl - 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest" or Cedar Crest'" IR hip and ridge shingles. For Belmontm IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle® Ridge Figure 17-1& Sbangle° Ridge. 18' Exposure Remove tape from the right side g•_ I and fasten SECOND Fasten theme left side 85/81./ RIGHT FIRST LEFT Figure 17-19.• laslallallon ojSbangle® Ridge shingles on bips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certijkate ofAuthoriration #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 6 of 12 QO-rRINITYIERD 6.7 CRIA} GE H0. i SHi4 G E ?kl4D,GRAND MANOR hANGLE®:`• + " rbra.,nw.•FWv...:.te:...t..-. rn•.,.. ,r ..:.A+• -sae• t •.,,. i .c2 z s LOW AND STEEP SLOPE STANDARD SLOPE Use Ave nails for every fullShanee. 6. 7.1 6. 8 141 Figure 17-4• Use fate palls for ereq' full Grand Alanor Sdangle, Carriage House Sbangle. or Centennial Stale. Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use live nails and three spots of asphalt roofing cement for every full Carriage Ilouse Shangle and Centennial State. Apply asphalt roofing cement I' (25 mm) front edge of shingle Figure 17.5). Asphalt roofing cement meeting ASTM D45861)pe 11 is suggested. 01, oil Figure 17-5: When installing Grand Manor Sbangles on steep slopes, use seven no& and three spots ofaspbaU roofing rentent. Hip & Ridge for Carriase House Shansle® and Grand Manor Shansle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles tr ia: ". . . c . •1 - a r At. : •>ry.:: r• • rf . ,.. ... , c, i i LANDMARK , LANDMARK n IR; LANDMARK +I?ftOp LANDMARK m PREMIUM,, LANDMARK . TL; LANDMARK,. r • , t , a• ', . -,4 •, ,, 1.,... a OLARISIANDMARK OLARIS IR•, O THGATE!, ; _ vrtvrniwde e•...•1s.•ae - LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 mm) ama +-( 375 mm)-+—(305 mm)-- na uaoart veawweoa ,er.,rarra ucrsvc L I--1"(25 mm) Relea a Tape 1" (25 mm)- l 1112" NailableT Area LANDMARK TL NorthGate: 13 X 13" 13t/2" 1 -( 343 mm) (330 mm)——(343 mm)- I-- 1" (25 mm) 1" (25 mm)-IM HFigure 13.4. Use jute untls jor et•eq• full sbingle. 1NIOE WILING 12' 14 3l4' 12' AREA ( 305 mm) (375 mm) (30s min) Naiing limits 1' ( 25 aun) Uppatnal Ire r (2S mm) f ewer tad Ins Naittg areas for low and afanohrd abpsa (from 2 12 to 21:12) Nal betwen upper tl biter Lies e3 shown above. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R13 Certijlcate ofAuthoRration N9S03 6" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Ilse six nails and four spots of asphalt roofing cement for every full laminated shingle. See below% Asphalt roofing cement should meet ASTJI D4586 type IL Apply I' spots of asphalt roofing cement unde each corner and of about 12' to 13" in from each edge. METRIC DIMENSIONS r(312"— - 143/a'"— 05 rem) (375 mm) Ir- 1 (25 rem) Release Tapi Nail Area 1 For Steeo I 25Imm) I-J — — — — 12"— 305 mm) 1"( 25 I.. 25 mm; QOTRINITYIERD LANDMARK TL r131/ 2" 343 mm) 13" 330 mm) 131/ 2" 343 mm) ff'+- 1 "(25 mm) I 1 "( 25 mm)---, Figure 13 S Use six naik and four spots of asphalt roofing cement on steep slopes NorthGate: STEEP 12' 14-3/4' 12" SLOPE 1- -(305 mm)— y— (375 mm)-{ - —(305 rr NAILING Nailin Wits AREAI 1 25 mm betwee er 1 25 mm' Nines. ( Nailing areas for steep slopes (greater than 21:12) and " Stonr-Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark•", Landmark"' IR, Landmark"' Pro. Landmark"' Premium. landmark'" TL, Landmark"' Solaris, Landmark"' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/8' 305mm) ( 250mm) 6' , 415/ l 415/1G 150mm) rowlm—m) 125mm) ( 125mm) Notch for Centering 12' ism m) Notches for Alignment to the Top Edge of the Previous T Cap for 5' (125mm) Exposure ( English Dimension Shadow Ridge— t Notch for Centering 131/ 4' j 337mm) Notches for Alignment to Lthe Top Edge of the Previous 75/g. 1 Captor0t%'( 141mm)Exposure ( m) Metric Dimension Shadow Ridge"'' Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorizationp9S03 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/0S/2017 Page 8 of 12 13 1/4' 337 mm) 9 27W 250 mm) 41SnW (125 mm) Centering Notch Align these / notches to top edge of previous course NorthGate Ridge QOTRINITYIERD 131/8" II—(333 mm)—II N-6 5/8^-{11-6 5/8'-I II 168 mm),II 168 mm II I CenteringT13t/4' Notch — 7 ylr ( 337 mm) t194mm) Align these 7 5/a, notches to top (194 mm) ofedgeof previous course. NorthGate Accessory 305mm) Laying Notch I ' 5' (125mm) I Etn: r1 1 Ftgwe 13-20.• Use laying notches to censer shingles on baps and ridges, and to locate the aonwi exposum. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPiT" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-R33 Certiftcate of Authorization #9503 6' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 9 of 12 QOTRINITYIERD 6.9 PRESIE`.ENTIAL,SHAK6T"", 0RESIDENTIA131 SHAKE'"" Ill; PRESIDENTIAL SHAKE TL•'"; PRESIDENTIAL SOL4Rl*' LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply V diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide tales, apply 4 nails V Nailing 40• above tab cutouts malting certain tabs of overlying shingle cover nails. Guide Lines (1016 mm) 5 1/4' - 133 mm)l 1 a . a a 14 1/4' t 11Y 38 mm) (362 nim) NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening Frestdenlinl and Frettdmrlial TL SLals sbingles on low and standard slopes I' diameter asphalt footing cement Figure 16-7: Fastming Fraidenlial and Presidential T/L Sh4ke sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'". Presidential Shake'" IR, Presidential Shake TLT", Presidential Solaris"A: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 13 t/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 HATTERASTM.'•' • ' r LOW, STANDARD AND STEEP SLOPE: Figure 15-3. Rnlonbtg Ilallmas SM440r oil dots, and Mandanl.clopes For Ion• awl standard :lopes, use list nails for each full lfauerns shingle z shown abort. I (290 rem) 230 rem) 230 rem) 30 rem) I C(25'm_n)_ M_")_. 936' 240 mm) 1 Roofing Cement Flgiue 13.1: tau -to INI/e bloom - sl-p Voper For steep dopes. ube Gse nails and eiglu spas of asphalt roofing cemem for each lull I12um as shingle as shwa abae. Apply I' 25mm) diameter ilms of roofing cement (ASMI 0 4586 T)pe 11 suggested) under each tab corner. Press shingle into place, do oa capose Centeno. CAUTION: Too much roofing centeat can cruse shiners to blister. Exterior Research and Design,LLC. Evaluation Report 3S32.09.OS-R13 Certificate ofAuthorlrotion tr9SO3 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras t 2 Figure 15-14: 18 three-piece units separate to make 54 Hatteras Ac> eswry shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9„-- 230 fnm) I I I I I I I 460(nin) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20. Cut Hatteras sbingles to make cover cap. QOTRINITYIERD Fas\ez g 18 (460 00-- o 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 HIGHLAND SLATE'"", HIGHLAND SLATE"'" IR' LOW AND STANDARD SLOPE: STEEP SLOPE: 08-V I on-* I Ms-0 M"-Oade "pukes SIX nob (law rleib irawl"o ovw truer 0&0 as dn"n). Figure 11.3. Use FM nails for every Higbfand 941e sbingle. Use Ff%E nails and KIGFIT spots of asphalt roofing cemew for each full Highland Slate shingle. For AUanti•Dade, SIX nails are required. Apply I. diameter spots of asphalt roofing cement under each tab comer. Asphalt rooting cement meeting AS1MI D4586 7)1e n is suggested. Mosmimmmpws SIXnds(boneb rt dow aver ardsr aAaA o dwmn Figure II -it• Use 111E nags and eigbi spots ojarpbalt rooJing cerrreni under eacb mb comet CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridee for Highland Slate'", Highland Slate•" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridges" hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 CerUllcate olAuthoriration p9SO3 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 QOTRINI-TYIERD PATRIOT'"' LM: LOW AND STANDARD SLOPE STEEP SLOPE Use fOUlt rudLs for every full shingle loc:tled :ts shots.-n below. Sealant 1. — 612' 1*(25mm) 156mm) I tl fin-4 (MOA ' (M 'i Use FOUR nails and four spots of asphalt rwriing cement for every full shingle as shouts helot. Asph:dt mfwg ccmcrm meding ASfM D4586 1jlw 11 is suggest(d. Apply 1'(25 utnt) spots of asphalt nwfing cement as shown. CAUT10\: Excessive use of roofing cente t can cause shingles to blister. trt/9' t "` Rs eenl t' RS mY' TT Roottoitcomem 6. 12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest^', Cedar Crest"' IR, Shadow Ridge'"A, NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA 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 Report3S32.09.OS-R33 Certlffcate ofAuthoriratlon #9SO3 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6Si-SS47 Revision 13: 09/OS/2017 Page 12 of 12 1 /2/201: i Florida Building Code Online F({t 0 OGOARTMCM Cl/ Business &Professional Regulation 8CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I ' BCIS Site Map I Links I Sear. ba r Product ApprovaljaUSER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method RE CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Mark Hamer mark.d.harner@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%2OAPPROVAUFlorida%2OBu ilding%2OCode%200n line. html 1 /2 1 /2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved . 5444.1 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/k Design Pressure: N/A, Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINA_L ER CERTAINTEED ASPHALT SHINGLES FL5444-1112.odf, Created by Independent Third Party: Yes Back M Net The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITY'IERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-S847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.0S-1133 FLS444-R12 Date of Issuance: 09/22/200S Revision 23: 09/OS/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 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 DG4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/OS/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design,lLC. Evaluation Report3S32.09.OS-R33 Certificate of Authorization N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT"" 2S, XT'" 30 and XT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaT", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark"" TL, Landmark"A Solaris and Landmark•" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake"A IR, Presidential Shake TUm and Presidential Solaris"" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras", Highland SlateTM and Highland Slate"A 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 CrestT ", Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V„IT = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (VI, = 294 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (V„ I, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.0S-R13 Certificate ofAuthorlration k9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/05/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 2507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1S11 or R908 and CertainTeed published installation instructions. CT204 ;`XT,XT" 30;, XT"' 30 IFt: l.• I' S LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and six spots of asphalt rooting cement* for every full 305 mm) (305 mm) (305 mm) shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 i 1" (25 rem) — Sealantlant 1 " (25 mm) -«I Type 11 is suggested. 5 S/e" (145 mm) 1 Pkmrwuo0 ---- ---- ---- METRIC I — 131/8" 131/6" 131/e" Rooting Cement 1"(25 mm) Sealant 1"(25 mm) Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. 6 re•• Figure 11-4.• Usefour nails and sit spots ofasphalt carae+rt on stecp slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Figure 113: Usefour nailsfor etxxyfull sbingle. 6.4.1 Hip & Ridee for CT20'". XT" 25. XT" 30, XTTM 30 IR: Cut Shingles 25I"-T— - InShingle r-2"(50mm) Remove,, 2— 12Capcap 305.mm) Shingle Shingle t Figure 11-24. Oil tabs, then trim back to make cap shingles 6ngfisb dhnensions sbou n). 51' 12" (305 rem) 125 (11m) r csle " sh°'t' \an4 l`5 2ttt`"o\tNotvro° dQ I Figure 11-25. lnslailalion of c4ps along the bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate alAuthorirotion n9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/OS/2017 Page 4 of 12 6.5 6.5.1 TTRINITYIERD ARCADIA 6' a :t, • . •r • :,is t;. _ ,;. , y, ' ',+ ,. , ;., .;t.,. .. , t ,. ; a.t .-.• ,«..::1^s;:«v..Js. :7+. ,fS.i=>Sli: i.I1:.-.So.w:. .G• :. .rX— .tA '•.•:, 5_ LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for ever)' full shingle located as shown below! t' (25 mn) t' (25 mm) Nan Line ' Nan Nall tine , Figure 2: Use six nails for even' fill shingle. Use SIX nails and FOUR spots of asphalt roofing cement for even' full shingle as shown below. Apply asphalt roofing cement I'•f"15 mm) front edge of shingle. Asphalt roofing cement meeting ASTM D 4586 11pe 11 is suggested. Hip & Ridae for Arcadia": Cedar Crest"', Cedar Crest" IR t' (25 mn) t' (P5 F.' .' Figure 3: Use six nails and four ,pots of asplxilt roofeag cement on 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 inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'IA" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Ir I (305,nrn) Ir sure Hand -sealing adhesive 4" 1/4" --jilij 1 1 3/4" 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, U.C. Evaluation Report 3532.09.0S-R13 Certificote oJAuthorrration A9S03 6" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 5 of 12 QOTRINITYIERD 6.6 BELMONT®`OR BELM1ONT®IR: o. Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 sa• ns aeu Use FIVE nails for every full Belmont shingle, located as shown below. NO, We pmlola M.0!0, 11t,116PMIAIIIAPIOA0111 o Additional nails it ayuirtd. SW(ie 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. Oro, 004joo, 1 0". 0opa04 .11 POOP. r 25 WO Roofing cenard Hip & Ridge for Belmont® or Belmont® IR: Option is For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. Option 2: For Belmontm: Shangle® Ridge Figure 17-1& Sbangle° Ridge. 18• Exposure Remove tape from the right side g• and fasten r" SECOND Fasten the left side 85/g ! RIGHT FIRST LEFT Figure 17-19. Installation ojSbangle® Ridge sbingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R33 Certillrate of Authorization #9S03 6T" EDITION (2017) FEIC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-Sg47 Revision 13: 09/OS/2017 Page 6 of 12 6.7 6.7.1 6.8 QOTRINITYIERD CARGE HOUSErSHAN6LE® AND GRAND MANOR SHAN6LE4-- MR9?•a'i. .'A +wn• vr.+ar ..: , i3 ^.rdAM-ilA. LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shingle. F- SN' 16 mm) kv M, I : P" 1 Figure 17-4• Ilse f to nails for etaerp fuU Grand Atanor Sbangle. Carriage House Spangle, or Centennial.Slale. Use seven nails and thrre spots of asphalt roofing cement for every full Grand 1lauor Shingle. Use fife nails and three spots of asphalt roofing cement for every full Carriage (louse Shingle and Centennial Slate. Apply asphalt roofing cement I' (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting ASTS1 D4586 T1pe II is suggested. or less J 1.. rss, Figure 17.5: When installing Grand Alanor Sbangha on steep slopes, use snrn nails and tbree spots ofaspbalt roofing cement. Hip & Ridge for Carriage House Shanale® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles DtDM RrPR ANDMARKfLANDMAAVIRjUNMARK!m OLANMA@APREMIUM, LA TLLANDMARK— SO . s; LANDMARK'"" SOIARIS IR; NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/ 4" 12" 305 mm)-- --(375 mm)-- --( 305 mm)-- acxaus cuotata oMMOR—Aa• s rnorr :anti L I--1"(25 mm) Release Tape 1" (25 mm)' 11/2" NailableT Area LANDMARK TL NorthGate: 131/ 1' 13" 13'/ 2" 1--(343 mm)— f( 330 mm)——(343 mm)- l I--1" (25 mm) 1" (25 mm) I Figure 13.4. Usefora uals for eret3• fill sbingle WIDE NAILNG 1r 143r4' 1T AREA + (305 mm) (375 mm) -- f (305 mm) -+I Naiing limits 1' (25 mm) Upper sal (fe r ( 25 a m)—*- er nad Me NaRng areas for low and standard alopos (from 2:12 to 21:12) Nal between upper tl beer fees as slaws above. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certiftcote of Authorisotion p9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; ( 610) 6S1-SS47 Revision 13: 09/OS/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet AST5I D4586 Type II. Apply I' spots of asphalt roofing cement uncle each corner and :u about 12" to 13" in from each edge. METRIC DIMENSIONS 12" -14J/4" •-12" 305 mm) (375 mm) (305 In vsaa:sasmea "aeoQe 9es nca+Ra, xrs r I I (25 mm) Release Ta a 1"(25 mm)--1 P Nail Area } For steepT NI < — 251mm) 1 - - - - (25 mof ng Cement Q0 TRINITY I ERD LANDMARK TL 131/2" 343 mm) 13" 330 mm) 131/2" 343 mm) 1+-1"(25 mm) 1 "(25 mm)— Figure 13 5. Use six nails and four spots of aspb4U twftng cement on steep slopes NorthGate: STEEP 121 14-314" 12" SLOPE 1- -(305 mm)— (375 mmj—-(305 m NAILING Nailin mits 1'(25 mm) betweeRip+ver 1•(25 mm) nat ines. Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail fines as shown above. 6.8.1 Hip & Ridge for Landmark'". Landmark"A IR, Landmark'" Pro, Landmark'" Premium, Landmark*" TL. Landmark"ASolaris, Landmark'" Solaris IR. NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/8' 305mm) ( 250mm) 6' 6' 415/ 16' 4t5/I6' 150m1 150mm) (125mm) ( 125mm) Notch for Centering 1Y 131/4* 5mm) Notches for Alignment to the Top Edge the Previous 37m T ( 337mm) of Cap for Y (125mm) Exposure 11i0mm) LL English Dimension Shadow Ridge' Exterior Research and Design, U.C. Certljlcote ojAuthoriiotion N9S03 6T" EDITION (2017) f8C NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6Si-SS47 75/ 8' 196mm) Metric Dimension Shadow Ridge' Evaluation Report 3S32.09.05-R13 FL5444- R12 Revision 13: 09/OS/2017 Page 8 of 12 6.8.1.2 6.8.1.3 9 27W 415116' Centering Notch 13 u4• J337mm) \ Align these / notches to top edge at previous course NorthGate Ridge QOTRINITYIERD 131/8" II—(333 mm)— N-6 5/8"-I--6 5/8'-I 1 II 168 mm I 168 mm I I Centering 131/4'\ Notch 337 rn Align these 7 notches to top (194 mm) edge of revious course. NorthGate Accessory 12* 305 n') LayingNotch lJyl I T 7 5/! ' 194 mm) I 5, sure t \ _ c Figure 13-20.• Use 44ng notches to center sbingles on baps and tidges, and to locate Me correct exposure For ASTM D3161, Class F performance use BASF "Sonolastic® NP110" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.0S-R13 Certificate oJAuthori:ation p9S03 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 9 of 12 6.9 PRESIDENTIAL SWAKBr", PRESIDENTIAL LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40' ( Guide Lines (1016 mm) S 1/4' — 133 tom) - . . 14 1/4' 1 1/2 38 mm) (362 tom) NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening PresldenAfal and Praskkniial TL Shake sbingku on lour and standard slopes. QOTRINITYIERD IR, PRESIDENTIAL'•SI'IAKE TLr"". PRESIDENTIAL SOIARIS'" . K . .", e, •r„n...r. .. STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply I' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails I above tab cutouts making certain tabs of overlytng shingle corer nails. 1 T 1' diameter asphalt roofing cement figure 16-7.• Fastening Praldenlial and Presfdenlial FIL Shake sbin& on steep slopes. 6.9.1 Hip & Ridae for Presidential Shaker". Presidential Shake^' IR, Presidential Shake TLr". Presidential Solarise": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two diligent sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'0" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest•" IR hip and ridge shingles. 6.10 1 HAiTERas";'T ' 1.04 STANDARD AND STEEP StOPE: Figure 15.3-- 1'nsle"ing 11o1fems W144es on Lore and Sorndard Slopes For late and stand u d blopes, use flee nails for each full Ilauerts shingle as shonn abo i. flanrt• IS•1.1'aueuirgtJ&raerosSbingles on u-P-14opes For steep slopes. the G,o nails and eight spas of asphalt roofing cement for each full Ilatteras shingle as shorn aboe Apply I' LSmm) diameter slos of roofing cement (MMI n 4596'ipe II suggested) under rich tab corner. Press shingle into place; do not expose cement. CAlfflOti: 7bo much roofing cement can cause shingles to blister. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3S32.09.0S-R13 FL5444-R12 Revision 13: 09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14.' 18 three-piece units separate to make 54 Hatteras Accessory sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9„ 230 mm) I I I I I I I 460mm) Cap CapCap CapISShingleShinglhingleShingle Figure 15-20.Cut Hatteras sbingles to make cover cap. QOTRINITYIERD Eas\ems g' ig" (460 mm) o h 203 min) 93 l2aomm Figure 15-21. Installation of caps along hips and rids. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1—" adhesive or Henkel "130 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 . iAND SIAT"", HLA IGHNDSLATE'"' IR: :' ~ • ` ie ` e rase LOW AND STANDARD SLOPE: STEEP SLOPE: mnl Mia ; Dade raquiu SIX Mb(6voffeih f•(25 iffiwWavvemw Ofbfd as shmm). Figure 11.3. Use RVE nails, forevey Htgbkad Stale sbingk.. Use FIAT nails and RIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For AUami-Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting AS7AI D45861ppe II is suggested. Mem. nfW fepwe SIX eete(hONi f61 lOd aqf flflef eawfuf o eo.n} Figure 11.3k Use MI nails and cigbl spots of aspball roofing cervent under eacb tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate'". Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest"' III or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certitkate of Authorization #9SO3 6r" EDITION (2017) FI3C NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 11 of 12 QOTRINI-IYIERD 6.12 PATRIT;; LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nail, for ewfy full shingle located a-c shown below-. Sealant 11 1 -1'05m) 1'(25mn}- 156mm) I 33e-i-4 Own) (333r" "I Use FOUR nails and lour spots of asphalt rxoftng cement for every full shingle as shown he -low. Asphalt roofing cement meeting,\1; D4580 1jlx: II is suggested. Apply 1'(25 min) spots of aspllb roofing cement as shown. CAUnON: Excessive use of roofing cevnau can cause shingles to blister. 1— r12Sanj ------ —(tSr- 411J 156cm1I}•_ 4 T I Hoolloy cem N POE-) (Meal '~ M 6.12.1 Hip & Ridge for Patriot"': Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 22 of 12 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. III j Product Approvaldti/I r. 'O USER: Public Userr i Product Aooroval Menu > Product or Aooiication Search Aoollcation List > Application Detail FL # FL12328-R8 Application Type Revision r Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 r .• ' ' Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri__:eden@tamko.com Quality Assurance Representative F• ; it : Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida r :=, Professional Engineer O Evaluation Report - Hardcopy Receiveda.••t i :rti• ••" 4,+z e . Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden YJ Validation Checklist - Hardcopy Received 1 Certificate of Independence FL12328 R8 COI TBP14001 4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:/Avww.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQvADgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/OS/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, -Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 It TSP14001.4 2017 FBC Eval Reoort TAMKO Underlavments hnal.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Undedayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 li TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes r Impact Resistant: N/A Design Pressure: N/A Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports I FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments Rnal.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports 9• .'. ,?`.'? FL12328 R8 AE TSP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard Aself-adhering modified bitumen underlayment. I Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 H TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf 12328.5 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.E No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Asphalt saturated organic felt Installation Instructions FL12328 R8 If TSP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes https'//www.foridabuilding.org/prlpr app dti.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramOGmSebtSwRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto:/twww.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKOV ASTM Slate ASTM D 6380, Class M. Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOO Master Smooth TAMKOS Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. IS UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, Flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guards shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Reef Coverinas- Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES ia& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. r,u rrrri, RY R. No 74021 0:• STATE OF :414 s`S O N A • CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00t Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur Drive 9824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httg)://wwwtamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM 0 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM 0 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM 0 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Yi N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Underlayment Y Y N N N Y TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Eflfiiy Reoort No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM 0 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM 0 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM 0 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ttttll111/,11,' p Y R. PR EN No 74021 ' ice 33:• STATE OF 0 N Al S %%'0%. CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, RE does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online Business 8 Professional Regulation BCIS Home ! Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Staff I BCIS Site Map I Unks I Sear. dui. Product Approval j USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application Ust > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 S01)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6S11 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 FL d I Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 13S-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1730 Roof Louver I Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 08/16/2021 i . Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 If Lomanco 700 Series - NOA 160S1028.odf ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall Verified By: Miami -Dade BCCO - CER comply with applicable building code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade 8CC0 - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC NOA IS-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 11 NOA IS-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes B.0 N_e I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dtl.aspx7param=vvGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMHQADE MIAMI-DADE COUNTY 01,11, PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.cov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages l through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI-DADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/l6" 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/t6" x 5" TAS L00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS t00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency 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 t00(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/ aluminum annular ring shank nails. With the first nail 1'/." from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMMADECOUNTY 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 Y? wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 rMo4mr1m M 0 M"m M M M 700 SERIES LOUVERED ROOF VENT rMo4mr1m M 0 M"m M M M 700 SERIES LOUVERED ROOF VENT i DETAIL B 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C PI 750-S SERIES LOUVERED ROOF VENT 91 4.9 t '- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETA[L D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.vov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*4A-. NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS L00(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail l'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/1_6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A T- - - - - NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B 00 00 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMFDADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C t i AN 750-S SERIES LOUVERED ROOF VENT 4.9 b -— NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/l6/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI- MIA,M[-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.vov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/ 16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/ aluminum annular ring shank nails. With the first nail 1'/." from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/;' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMI.OADECOUNTY Expiration Date: 08/16/21 FNVOW6 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x l-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMIOADECOQN Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A Page 5 of 9 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 DETAIL B I11,E -Ga- 1 b&GO I 750 SERIES LOUVERED ROOF VENT 91 A.9 I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 91 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MIAMMADEcOUNTYM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Fbodda Product ApprovaldoprUSER: Public User f:4• Product Approval Menu > Produce or Aocllcation search > Application Lust > Application Oetall FL # FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Partin cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cpan-Ino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cpa rrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Year 2014 2016 Product Approval Method Date Submitted Method 1 Option A 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use dutside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.odf Verifled By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: flack rooxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entlty. 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(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply d 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 4S5, F.S., please dick here. Product Approval Accepts Credit Card Safe MIAMI•DADE MMM1-DADS COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) wnyminiamidade.¢oy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the light to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: ]Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIA ( AOE COUNTY NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 0 / 2 g/Za J7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepm-ed by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 91 dated Apri128, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404-4, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATE, RTAL CERTIFICATION: 1. Quality Systenn'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System .Manual for Prestressed .Products dated 2002 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cost -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Mm-ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing JVo. LT4612, titled "Cast -Crete 4 ") 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHCR 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. A,4),4 &L214- elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28t2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 "1 6" & 12" Lintel We Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C--' Helmy A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09A 2018 Approval Date: 09/28/2017 E-3 4 v CCC CCCCCCCCCC : of Uk MAR OGGGCCCeGrrGGGGG MII w mg ' u - s te a a t• Y: et J Lr•j > J a 1 v b't yy yerit al 9s` 2 '!' 1<a:,T. ._r:.':. .J jam• r Y7 i y • t I I 9 l:' .r2i.i 2g ii.rh vj, 1;: :.•,,tr' _V`0 LLl ilia`"i m • _ • o U. ! C1 'Yi • y::d' l! • toom d• 1n N • • 'V' ILL 9 Eg F7rif m • • ip 5 7 s 4 LL W 5 m m y ' 9 q 1l CHI tL /Lli ;:h' L' { ; )' tit P gig v 3 IL to co a + I ma, B A seos 19 b ceee it a a N•p 1.1p 8 9 (O r,• .a C'J aC99 s, WOw 1MGAON 1c Ali e l..: 6! TIN?! . 9 Qt e J sSyp$s Sy •y 1 g n n N an0 n n a n e n N w Nm m Ol n pd h N wd z 1 cnW $ J. intLo Q ulJ 1 ° O B B 4 } c v J ca 25 Q N z e 9m m3S< FJW- a Z am 15 J a ' yLL Q co 4tL- g ,a alaaua4,• =' Ig a. Y2 : ,,O • jeJtS :' LaLa• 4uuuNa m m 03 mC W 6 W a 2 O O H s ' 1 0 4 3 LL Qy tOy zz1i7 N yp f omi v m m b f0 f0 N f Fi z m n L 1 1 MR Iv tuf I 6 N 4 m 11 f it it III NJ QN VM' l b47b61 t 7 7 TT 7o f w in b 1` O t.l m b n It,°pi V a h N N o Mpa 4- n N N h T ry m m co co eO G N CAN O co 2 Ctoa,nIAt M M N N N N 2 UA IR i7 v h 1O.- m m o ig yNyy y V J 01 OI OI m m M f s q Y Of I E Zmom>o m 57 07 1 1 1 1 i a m LU a ffi 'Rol 2 n { nOy N N / m N R g R Ht rre-r rro Ln g a vX 0 a* io iG rO 7 h fpNO. C g9 a ode aa, Z d n. P Eo eo m m Y in iN iD h o W COPp F 88 O 0 g 8 9 s L. M IAM I•DADE MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mymmiamidade.gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Slaving Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. NIISSILE 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 ptuposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. MfAM •DADS COUNTY / NOA No. 17- 0821.19 Expiration Date: OS/21/202221/2022 09 f 28 fib 17 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS L 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. Hamm% P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTMCATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. S. Mill Certified Inspection Report #84-M19805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12, Quality Control Manualfor Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBWI TED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E, dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. A--,t/, 4. A&- e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 9-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details`, sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. 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., certifj;ing compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS I. 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. e my A. Mattir, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13WBTTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled 1v1bdels, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeitny A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. l . Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 ji J A z Z N W U W a z 0 T CU W VW1 to r w N S N 2 O., N a k .' zI:IeI 9 q aax o ms e ago a z Of A:3t8.Q.:i-••.a BS GC_RRij^ fq a0 m 1 n N r n Y m 7 1O 7 t g 1L D: K Qr K OCt d i 0 N N Q 7'l Y t h h b T b1 N iV N s i.l6W9S'g p 5 n'i N R=Li iv Fie xall 2 w 60 7:a Y z z b o i i i b 14„ h b' N N i F 3A All 1r00R w. 1-1 Ell Ili 1 glil all aRa r.a b 1111c i I Z 0 Mill im a a il F 41 v cz c v o b Vw m c 40 to v o] to M N H_ m n Obi y 40 cc O1 g nn40r v01i a vF Y in rtf b Gi kSB.S1 CR12a11 11 3111,111111M3011 Ag so R a c E li I z V- 11470t TlGAt JI nnb+ r e J `P s PIUS y y oo __1 Y T}. .:'1'ii •4rMyJ 9' V 10 d I 5 r= MIAMI-DADS 1KLOM-DADS COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION Dii'VISION Miaml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) innv.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 goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity 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 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Panino, 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 manufacturers name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, PX., M.S. NOA No.17-0821.18 t'pADECOuntnr Expiration Date: 09t11/2018 Approval Date: 09t18/2017 Oq 12 g/Zol I Page 1 Cast -Crete USA, Inc. .. . _ . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated Apri128, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled -Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certfyrng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AM). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Dato: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel We Load Tables". sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201through 14.236, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mani -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 OGCarCG - GG-3[" C'CCCCCCCCCCC E-R y MU Pik,'-°' ' N V AOGGCCGGMIN 5190 y ti F N n rNi c CK) t7i RL( 1 pp f N pnp m 10 an0 iA W 160 i7 f b i0 I 0N 0C4 T n n N h W N i : ,•`• y` a Ty: •: ray' - • o O d4 y N w On e co N att.r m cc eg 1L fi,j Cam m a v r Yt` Q1 Y ic vaC PRE:•```, f! 1lffl/tlllt F Q N N N Y f e 1 eMp T1 yLLj a e O O m b N O o f M N w O i W a t0 S 04. n n My o n m m N M coN N H M Z d W 1 L:.v O 1ZV N1 f f o W m imp n N Y1 r Nis o W n L a ca a a a 3n G3 O OJ $ HR a ; Z 1a1 1 299 8 = All 9 fat1 - e W uueb' V g=gAs I H- C {wL. q ; •y b •• LO ^ V Wiz" J. • • •4`.' • of G , malt' Eooto a 0 10 9 n O N i 1161f elf o 2 O W M W 7 M N v N 0. e" 1y S tl 3 V3 w r O1 8 1' T Y J i•1 r w in le 1 of O N pWp I mp O Q' o M N N m b U. N m n 0 N m N V' 1•f MI N N N N 2 2 w rj r1 j T Q O 2 C 0 0 8 o INQ f O m j' I N m N H i Q. d VIA W Z q ba' i7 t t ifl i0 iJ1 2 0. Z A h N N rt r pr r br m W 7 Cg51 N N b 1 1^per O• N h 17 N N a o 0 1'$ N n n to In 1'1 q lL N qpb p10 qpfC qq e^O h AIR r"d n' S 1 N N W r r r v W H in to ram of s MIAMI-DADE MIAMI-DADE COUNW sEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mviv.mianudade gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by MiamiDade 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 proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of thisNOA will occur after the expiration date or if there has been arevision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar,, P,..E., M.S. MIAM DADE COON / j j NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of], 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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 0197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre stressing strand by The Crispin Company. 4 Mill Certified Inspection Report #2111-078240 dated 04/25196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for 94 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-100749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03106/96 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 04103/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84 M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMI rMD UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing I& LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`. sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, 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, PP 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. t_,4 gAe! e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 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. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7. 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 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 #1.4-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIA.L 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. tl, 4. &, z, elmy A. Ma r, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. 7 . L Cffeimy A. Niakar, .E'P , M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.0. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. W, 9'z elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 7t S. z gg ggggkkp g 0 1c t T CL i 6. ems• r 1 pp N N QN F Q+ N t a a n N'$ N NN z z z i z g R8111i7CX Eli F 0 1 f i« g ia'd gi Niels ng 931i[1= jG pj y g pj gLf.'ny iccnL:Q L' pp 2s$.i$R$F'SP,B$+10pg e n9 AR A A&A& G ki 1 all BIG aaaaaaR,a a E n aY n m Q g a 1,c LL r t Tn in b i ei b l5 8 ah 10 O O Y b{ ni OR xg T.h a1+ 19 kCIII 98I8 GA s BiS C&C 8 RF F ir7 C41 a 0: 0INK A va gig 4a Q 28 $ a s ILIL 3j c a 8 i INK A va gig 4a Q 28 $ a s ILIL 3j c a 8 i t`i • Et• APR 2 3 2013 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) g - c6 5 2 Documented Construction Value: S Job Address: 39) Lf) S aA+ rna f s) -)0,0 Historic District: Yes No Parcel ID: Residential!O Commercial Type of Work: New Addition 11 Alteration Repair Demo Change of Use Move Description of Work: K'&O 15 V avnn _CPtil 1 D Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information ' IName_ -'rj+_ Nome's Phone:'AUI -6142 -3760 Street:I Do C - - ,rp _n) 1Z % Resident of property? City, State Zip: 0 CU . 1--1 3 2 7 LqD Contractor Information Name- Phone: <- i o7 In'i /j, %( Street: cksrn iq w_ Fax: I-f 07 6,147 - 0 5 1 City, State Zip: \&I t.n•e r -PQ r i1 0 t Q State License No.: C (0CM-M ( /) Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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. Applicationis 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 thisjurisdiction. 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: 5'0 Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date lignature of Contractor/Agent Date Sc(eas): 2r bfr- Pri ntractor/Agent's Name A- n Signature of Notary -State of Florida Date oosVP&i PA6IELASTERNUSr Commission # GG 110622 Expires August 7, 2021 O/ft PA aanEd ityy gytly t Na4ry9 Moq Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID pe 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 CITY OF SANFOF BUILDING & FIRE PREVENTIC PERMIT APPLICATIC W Application No: 1 P- 9 3 3 Documented Construction Value: S (c;,850 Job Address: 3 (P 5G.C,+yy\ .sq 1- COO n Historic District: Yes No Parcel ID: Residential (a Commercial[ Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: A LP ln, ,-I 4 i 2— Plan Review Contact Person: 13(aA-I> Q-f-n+ bD X ai er Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property?: i City, State Zip: Contractor Informadon Name (Z. J . iLff" PI LJLVVb V-\ c Phone: Street: 1 ao-g w\c. Fag: L(o-4- - 2s-io-(4L( P-, 8 1 City, State Zip: 0,4o--,cig t Z 24 State License No.: 02-03 4 : ArchitectlEngineer Information Name: Phone: Street: Fag: 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 YO 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: V Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that ma be found in the public records of this county, and there may be additional permits required from other governmental entities such as w ter management districts, state agencies, or federal agencies. Acceptance of permit is 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 requ red in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submi tal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issuetl, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction va ue, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work ill be done in compliance'with all applicable laws regulating construction and zoning. Signature of Omer/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID L4 —13`1 S' Signature of Contractor/Agent Date JG_GCI Imo{ r_J 4 , Print Contractor/ nc Signature of Notary -State of Florida Date 1• EXPIRES: play %ndwThmlta Contractor/Agent is Per 11 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application FF IM! 25.2018 9507 State Road 62 123 Miller Road r 9701 Bachman Road I Established 1973 Hudson, FL 34669 Valdco, FL 33594 727-863-5486 813-661-0707 v Orlando, FL 32824 www.RJK[elty.com 407.855.2636 I State UcenseSCF-CO20 R.J. Ki ELTY Page: 1 O1 Proposal No: 717-13527 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Endeavour - 1605 Lake Mary FL 32746 We Propose hereby to fumish material and labor - complete In accordance with specifications below for the Sum at: $6.850.00 Payment to be made as follows: 40% Rough In 300/a Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from specificallom below involving extra costs cuted only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, acc or del beyond our control. Owner to cxry fire, tomado, and other nocessnry insurance. Our workers are covered by worker' s compensationJ% AUTHORIZED SIGNATURE: THIS PROPOS L MAYBE WIT DRAWN IF NOT ACCEPTED IN 30 DA We hereby submit specifications and estimates for. Master Bath Up 1 Tub Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Z Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Wails And Moen Chateau TL183 Chrome Valve I Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21.9121.28 White Elongated I Lev Gerber Maxwell 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kilchcm 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord I Icemaker line With Recessed Box I Dishwasher Hook Up 1 Washer Box Yes 2 Hose Bibs Yes t Water Heater 50 Gallon Electric NOTE. EXCLUSIONS Backfllling Included For Sewer & Water Only (Slab Baekfitiing By Others) Backflow Preventers Included NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allovrance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Uen laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. 12gree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 30 days. Any sewer taps deeper than 4 12 feet or requires backhoe or dewatering will be an extra charge. SIGNED:: C—' _R / ' CLYt Q DATE OF ACCEPTANCE 8 PAGE 2: Branch: Hudson slsl E Last Edit Dale: 7/27/2017 CITY OF Sk qFORD FIRE DEPARTMENT Building & Fire Prevention Division MAY 16 2018 PERMIT APPLICATION Application No: c! 3.5 Documented Construction Value: $ 5016.00 Job Address. 3716 Saltmarsh Loop Historic District: Yes Nowl Parcel ID: 17-20-31-502-0000-0020 Residentiala Commercial[] Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work: HVAC new construction with equipment and duct work. 1- 2 1/2 Ton system with a 5 kw heater 14.0 SEER 8.2 HSPF Plan Review Contact Person: Connie Kulp Title: Executive Admin. Phone: 407-886-3729 Fax: 407-781-1654 Email: Connie@energyair.com Property Owner Information Name Starlight Homes Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air, Inc Robert C Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court Fax: 407-781-1654 City, State Zip: Name: Street: City, St, Zip: _ Orlando, FL 32810 Bonding Company: Address: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: No CAC1816317 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: 61" Edition (2017) Florida Building Code Revised: January I, 2018 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. IuAel < ( r!5: 19 Signature of Owncr/Agent Date Signature ofContractor/Agent Date Ram - 0- - kw i-) Print Owner/Agent's Name Pri ntractor/Agent's Name / Signature of Notary -State of Florida Date ignature of Notary -State of Florida Date Notary Public State of FlorioaConnieLeeKulpMyCommtaelon45898ue10/2 21Owner/Agent RorgentisPersonallyKnowntoMeorContri to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING: Revised: January I, 2019 Permit Application Job #: 34697 wenon WORK ORDER Date: 1 /26/2018 c1 1hrlivicinn I Phase I Bid I L/U I Blk BILL TO: v Starlight Homes - AWH Lot / Sub: Wyndham Preserve 002 3716 Saltmarsh LoopADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1605 EndeavourModel/Bldg: Order Taken By: Job Contact: S Woolwine Equipment Brand: A/H-1 or Furnace Carrier 14 Seer Heat Pum FB4CNP030L00 R-410a A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: Date Required: CU-1 T'Stat: Filter Base AHU Location CH14NB03000G TH6220D1002 N/A 2nd FI Int Closet CU-2 T'Stat: Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# Township: Sanford CU-3 T'Stat: Filter Base CU-4 T'Stat: Filter Base AHU Location AHU Location Incl. on Builders Permit: EAI Pulls Permit: Builder calls inspection: EAI calls inspection: no yes yes no Efficiency Efficient Zoning Brand: -Honeywell/Johnstone Zone Kit #1 Zone Kit #2 Thermostats Vent. Damper Ysisomo17 ZD1 ZD2 ZD3 Qty I Ventilation Cost: 385.40 Transformer Z04 Surge Protector Z135 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Grs.Stamped Stl. Grs.Stamped Returns Grs.White S/A Adj. Qty Yes 14 X 6 X No Qty. Yes Flue Pipe: Filter Base X Mery 8 Filter No X X X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 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 03-Fabrication Labor Hours Cost 2.86 36.04 Rou hin 2 473.00 28.53 427.9504-Installation Labor 06-Piping Labor 6.75 114.75 Trim 2,473.00 14-Kitchen Vent Trim 1.307.3902-Material/Tax 1,339.7701-Equipment/Tax 09-Permit/Other 80.00 Permit 70.00 1.46 18.41011-Delivery Labor 20-Pull Material Labor 2.92 36.83 Total Contract: 5,016.00 1 2.50 42.5012-Startup Labor Job: Starlight - Wyndham 4f-F-w--kghtsoft" Project Summary By: 6/16/2017 Enure House Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyalccom Project Inforrnation For: Lot 2 - 1605 TL, Starlight Homes 3716 Saltmarsh Loop, Sanford, FL 32773 Notes: D- • e e 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 Sensible Cooling Equipment Load Sizing Structure 14446 Btuh Structure 13543 Btuh Ducts 2243 Btuh Ducts 4007 Btuh Central vent (38 cfm) 1082 Btuh Central vent (38 cfm) 738 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17770 Btuh Use manufacturer's data Rate/swing multiplier Equipment sensible load 1.00 18287 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2828 Btuh Ducts 831 Btuh Central vent (38 cfm) 1133 Btuh Heating Coolingg Outside air 4792 BtuhArea (ftz 1653 1653 Equipment latent load Volume ft') 14246 14246 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 23079 Btuh Equiv. AVF (cfm) 119 62 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 474F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.051 0.50 cfm/Btuh in H2OStaticpressure0.50 in H2O Static pressure Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 33 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Sold/italic, values have, been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrightSOft- Right-SulteO universal 2017 17.0.28 RSU02534 2018-Jan•22 09:11:10 Page 1 ACCA ...t SpecifklWyndham Preserve%Lot 2 - 1605 TL.rup Calc = MJ8 Front Door faces: S Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Date: 04-26-2018 Model Status: Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0'•A' Indoor Unit Model Number (Evaporator and/or Air Handier): F84CNP030L The manufacturer of this CARRIER product Is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (1-112) - Single or High Stage (47F) : 28600 HSPF (Region IV): 8.20 f"ActiW Model Status are those that an AHRI Certification Program Participant Is currently producing AND selling or offering for sale: OR new models that are beingmarketedbutarenotyetbeingproduoed'Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering cuforsale. Ratings that ereaomoanied by WAS Indicate an Involuntary rerate The new published retinaIs shown elonO with the revious fi.e. WAS) retina. DISCLAIMER AHRI doesnotendorsethe product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product( s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alterationofdatalistedonthisCertificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and ' confidential reference purposes. The contents of this Certificate may not. In whole or In part, be reproduced: copied; disseminated;AM entered Into a computer database: or otherwise utilized, In any form or manner or by any means, except for the user's Individual, AIR-CONDITIONING. HEATING, personal and confidential reference. & REFRIGERATION INSTITUTE CERTIFICATE VERIFICATION The Information for the model cited on this certificate can be verified at www.ahrldlrectory.org, click on "Verify Certificate' link fir make life betttr" and enter the AHRI Certified Reference Number and the date on which the certificate was Issued. which is listed above, and the Certificate No., which Is listed at bottom right _ _ ^ .- r.. 13l692489907715373 2018Air-Conditioning, Heating, and Refrigeration Institute ENVIRONMENTS FOR r b BETE ID: U9?30 LOT-.2 BLOCK HOUSE WIS STREET: SALTMARSH LP CITY: SANFORD STATE FL ZIP: 32TT1 COUNTY: SEMINOLE ACCOUNT&. 90YSTAFL BUILDER: STARLIGHT HOMES SUBOIVISIOW WYNDHAM PRESERVE COMMUNITY: WA PLAN: HOP 10Ite2017 PROGRAM: HERS1100% TESTER: EFL IECC: 2000 CLIMATEZONE., PROPERTY OWNER: PROPERTY ADDRESS: 3716 SALTMARSH I.P. SANFORD, FL 327T1 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Resells DATE: Oe23201e 77771 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5. 1 Ank Aoass Panel (fuGV gasketed and Insulated X 52 Atk dm SUP Quay gasketed and insulated X 5. 4 Recessed Lighft Fktums (ICAT labeled and Nalad to d X 5. 5 Whole -Nauss Fan inw atea gaskated to the aponbV X 7. 3 Fresh air wnUlatknt Installed per Programs X Slow DOW BD Target SO Actual Room Pnswm Too BUILDING ORIENTATION PROGRAM VOLUME CODE VOLUME CU. PROGRAM SHELL CODE SHELL S( Isn WA 13.7e2 0 0 PROGRAM CFM 60 CODE CFM 60 PROGRAM ACH 60 CODE ACH 50 PROGRAM of Shell CODE OI Sla1 0 1 ede 7 1, 210 5.58 Maw 0 Mgt DOM 0 8snm 2 0 Bdrm 3 0 Bdrm 5 0 Rm 1 0 Rm3 0 Dow 0 Bdtm 4 0 Rm2 0 CO Dotacws EfwMy SNvQus06sd no"? Eal. m LWt&v Paolo ? X 60 or> OI H@f*wi W Lights Must Be CFL Or LED X Low Flaw Fauala, TeOsla oft? X TMnmostw X Conftd Gran P opw Local Requlrse VisualWpasl on aaarlranlril System esrm loalbn ManufacWmr Name Model d1 model Q Model 03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NB030 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT PUMP INTERIOR CARRIER F84CNP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (HEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 AHU (HEAT PUMP SYSTEM 4URNACE SYSTEM 4 OUTDOOR UNIT FHVACINDOORCOIL SYSTEM1SYSTEM4 AMU (MEAT PUM BUILDING BPECIFICAT10N9 BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT e OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING RE NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA DUCT RETURN R-VALUE REM NA NA TEST: BLOWER DOOR RESULT., PASS TESTER: Oars RavaOs DATE: 08/2302018 BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASOESION-VALUES ASSUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRI YES WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE. EFFICIENCY A LOCATION PRI INFILTRATION HOUSE LKG ACM REM NA H : 5.58 : 5.58 ACH 50 Pascals FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME -HRSIOAYSPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRIf INTERIOR % OF CFVS PRI INTERIOR % Of PIN -BASED PRI EXTERIOR FIXTURES PRI GARAGE FIXTURES PRI DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRI SLAB TYPE RI SLAB AREA PRI SLAB DEPTH PRI SLAB FULL PERIMETER PRI SLAB GRADE PRI FLOW RING RI HEATING REM NA NA COOLING REM NA NA ' AIR -SOURCE HP REM NA NA WATER HEATING REM NA INA TEST: DUCT BLASTER RESULT. PAN TESTER: Dm Rft*b DATE: 0801=18 TOTAL CONDITIONED FLOOR AREA 0 1,605CFASOFT) DUCT LEAKAGE TO OUTSIDE % TARGET 1 0.00% 1 8.00% TOTAL DUCT LEAKAGE % TARGET 0.00% 1 12.00% SYSTEM 1 80 FT. SERVED (CFA) 0 1.605 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 126 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 28 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE In5nky% 1.02% CFM28) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 103 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM / TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM28) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFN25) TARGET (CFM25)ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2TOTAL DUCT LEAKAGE (%OF CFM25) TARGET (CFM26) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM S DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARQET 0 0 (CFM26) ACTUAL (% Of CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3TOTAL DUCT LEAKAGE (%OF CFM25) TARGET ( CFM25) ACTUAL CFA) ACTUAL TEST:, DUCBLASTER • RE SUS LT: PASS•, TE9TER:' ow: hies . OATS: 067SR010 t - J. n. "(..,...,a.a.. w LC.n A..1,[w. ••XA1:Y.: ,.J-r. .. ^. •I,• w•.. •ra.•., .i..T-.• cn: SYSTEM 1 SG fT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 7m.0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM23) TARGET (CFM23) ACTUAL (% OF CFN ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGESYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM2E) TARGET (CFM2E) ACTUAL . CFA,1 ACTUAL RUIUMUM 8PPEIFICJTION2 BUILDINGCWIRACTERIBIICB DUCT LEAKAGE TO OUTSIDE REM AB OESION • VALUES AS BUILT • VALUES COMMMENT NA 0.01E CF.MHTI CF.A TOTAL DUCT LEAKAGE REM NA 0.12 CF•M231 CFA FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3716 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location. 3716 Saltmarsh Lp (Lot 2) Jurisdiction: Cond. Floor Area: 1605 Cond. Volume: 13782 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R Single or Multi Point Test Data HOUSE PRESSURE FLOW 1 50 Pa 1278 cfm 2 0 Pa 0 cfm 3 0 Pa 0 drn 4 0 Pa 0 ofm 5 0 Pa 0 dm 6 Pa cfm CFM(50): 1278 ELA- 70 EgLA: 166 ACH: 5.56 SLA: .04 ACH(50) ' : 5.56 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)(Q, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4 1.2. Digitallyy signed by Dave Revelle C Date: 201 '08.23 09:32.57 EDT CN=Dave Revelle, O=TopButld Home Services OU, EMAILADDRES S=dave.revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 08/23/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuda the opportunity to provide the above services for you Please feel (tea to contact me with any questions. 1012SQ017 389730EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street. 3716 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number, Design Location: 3716 Saltmarsh Lp (Lot 2) Jurisdiction: Cond. Floor Area: 1605 Cond. Volume: 13782 Envelope Leakage Test Results Leakage Characteristics Regression Data: C. n: R: CFM(50): 1278 Si—ln — fill. dti Pninf T-1 not. HOUSE PRESSURE FLOW. 1 50 Pa 1278 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA• 70 EgLA: 166 ACH: 5.56 SLA: .04 ACH(50)': 5.56 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 closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, If installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if Installed at the time of the test, shall be turned off; and 6 Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4 1.2. hj"- Signature: Printed Name: Dave Revelle Date: 08/23/2018 Digitally signed by Dave Revelle Date: 2018 08 23 09:32:57 EDT CN=Dave Revelle, O=TopBuild Home Services OU, EMAILADDREtS=dave.revelle Mtopbuild.com, C=US Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for atlaMnp Topaudd the opportunity to provide the above services for you (lease feet free to contact me vndt any questions. 10252017 389730EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3716 Saltmarsh Lp Permit Office - City. State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3716 Saltmarsh Lp (Lot 2) Jurisdiction: Cond. Floor Area: 1605 Cond. Volume: 13782 Envelope Leakage Test Results Regression Data: C: n: Cinntn — kA, dti 0-1, Tnet net. R: HOUSE PRESSURE FLOW: 1 50 Pa 1278 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pe 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 1278 ELA: 70 EgLA: 166 ACH: 5.56 SLA: .04 ACH(50) • 5.56 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), (9). or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test• shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Signature: Printed Name: Dave Revelle Date: 08/23/2018 Digitally siggned by Dave Revelle Date, 2018.08.23 09:32:57 EDT CN=Dave Revelle, O=TopBuild Home Services OU, EMAILADDREtS=davesevelle Ctopbuild.com, C=US Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for aiiowinq Topeudd the opportunity to provide the above services for you Piease feel free to contact me vein any questions. 10/2512017 369730EFL az wh 0 4 f 1I1I111 1111 i11H I IJ l 1 [ FN f it r IIR; IXyFm-]iU .YriiiM+f;:.!IWI FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 2 PB 81. PG 93) CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 100.00' 014*28*39" 25.27' 25.20' S 8T26'31" W C2 125.00' 024'23'30" 53.21' 52.81' N 7729'06" E C3 125.00' 009*54*51 " 21.63' 21.60' N 70' 14'46" E LINE DATA TABLE NO. BEARING LENGTH L1 S 89'40'51 " W 15.00' Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 SIR NRO•A9'1 7"X* SIR 40.00' 20' UTILITY, BUFFER, WALL, LANDSCAPE, 9 EASEMENT r—__.--.-.- LOT 3 10' UTILITY EASEMENT (P) SIR IR CONC WALL O O y LOT 2 LOT I AREA = 7,150 S.F. 10.0 2 STORY RESIDENCE n 3716 SALTMARSH LOOP FFE= 30.73 16.4' CONC N N WALK CONCRETE DRKVAY_ _ Wb/ SMCD CONCRETE J / SIDEWALK 2' CONC CURB FLICKER COVE i a N G PCP z L' m vL+•I el .., t a 0c0) a 0 tV 0J mw 0 O C incri o Z m.0 50 RIGHT-OF-WAYIsC2CENTER pCpv S 89'40'51" W 330.00' pCp LINE PRIVATE R)AD) SURVEY NOTE: ASPHALT PAVEMENT NO SOD AT TIME OF SURVEY. rcr -r-ooi cqw mn, LEGEND: ADUSSO-Access/Drainage/Utilities/SidewalkLB -Licensed useiness BFP-Backflow, Preventer Si 9ht Distance Easement S Survey PRM-Permanent Ref. Monument R Reported PCP -Permanent Control Point D Description FP&L -Florida Power & Light P Plat FFE -Finish Floor Elevation 0. Geed Book Water Meter O.R.-Official Records Book Da -Water Valve P.B. -Plat Book YJ--Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Dev. -Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk 0 -Electric Box FFE -Finished Floor Elevation 0-Utility Pole Cl -Curb Inlet Guy Pole GTI -Grate Top Inlet Light Pole P.U.E. -Public Utility Easement Guy Anchor RCP _Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride m -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet Dwo -Electric Handhole D.U.E.-Orainage/Utility Easement COO -Clean Out FMGO -MAG NAIL & DISK XV04-Irrigation Control Volvo P.K. -Parker Kalon Nail a -Sign SIR -Set 1/2' Iron Rod L87768 wD4-Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 Existing Grade FlP -Found 1 /2' Iron Pipe L87768 a -Blow-off Valve FPKO -Found P.K. Nail &Disk L87768 ter -Drainage Flow Direction FCM -Found 4'x4' Concrete 10.0 -Proposed Design Grade 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and Is subject to title review and/or abstract GeoPoint Surveying. Inc. makes no representations or guarantees pertaining to easements. rights -of -way, set back lines, reservations, agreements. and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings). utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey Is subject to matters shown on the plat of WYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'X" DESCRIPTION: LOT 2, according to the plat of WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida Last Date of Field Survey'. 08 14 18 555 Winderley Place, Suite 109 This certifies that a survey of .he 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 & and of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapt -17. Florida Administrative Licensed Business No. LB 7768 code, purvuant to 472 Florida Statutes. / GeoPoint Surveying, Inc. es D. Leviner LS6915OOAPROFESSIONALSURVEYOR MAPPER N0. Drawn: RCA Checked: JDL P.C.: Data File:erismnEost-Plot NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 08/15/18 Dwg: B-lat2 Order No.: ^ IFn SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: — 0 t fm N u t~ w U rA FINAL BOUNDARY SURVEY 4 ..1---------- A/C OT 22 PAD O zlj 4REA = 0 4,800 S.F. 0 U i i 010.2 o PAW 110.0I41.1' SURVEY NOTE: NO SOD AT TIME OF SURVEY. WYNDHAM PRESERVE LOT 22 PB 81, PG 93) LOT 21 North boundary of Lot o, b 40.3 LLI V IX Q S 13.3 o aOW Fp N O W n UJ V1 LPL. N 00en 53.7 o,------------COO------------------------ a, c o 120.00 I W r- Im W W al z I rcr —rvvi cqi SIiM .:AOUSSD-ess/Dainage/Utilie/SidewalkLB-Licensednesa1FGE+ro 8fP - Surve ow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP —Permanent Control Point D -Description FP&L -Florida Power & Light P -plot FFE -Finish Floor Elevation 0. . -Deed Book Water Meter O.R. -Official Records Book DO -Water Valve P.B. -Plot Book ii Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Cone. -Concrete Cable Box 8P -Brick Paver m -Telephone Box SW -Sidewalk El -Electric Box FIFE -Finished Floor Elevation Utility Pole Cl -Curb Inlet Guy PoleIGTI-Grate Top Inlet Light Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet EHNo -Electric Handhole D.U.E. -Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAIL & DISK XVDL4-Irrigation Control Valve P.K. -Parker Kolon Nail r -Sign SIR -Set 1/2' Iron Rod L87768 WD4-Gate Water Valve SPKO -Set P.K. dr Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 Existing Grade FIP -Found 1 /2' Iron Pipe L87768 a -Blow-off Valve FPKD-Found P.K. Nail & Disk L87768 ----Drainage Flow Direction FCM-Found 4'x4' Concrete 10.0-Proposed Desion Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. S89"40 "51 "W INCIPAL BUILDING SETBACK (Typ.) LOT 23 TFPT-CJ 38.5' CONC I wAlx i I OOr CONCRETE d DRIVEWAY O1+ O 1 V) 25.2' I O si EHH I SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPolnt Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying. Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE', City of Sanford Seminole County, 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is Intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. IEJ 9'40'51 " E 25.00' z z 1X U U U o 0 0CNI i3w la p oW o a o o0. N h I a Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 5' PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'A' DESCRIPTION: LOT 22 according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida Last Date of Field Survey: 08 14 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to 27. rorida Statutes. / Geoi'oint Surveying, Inc. j rmes D. Leviner LS6915 Drown: RCA Checked: JDL P.C.: Data Fiile:llrtssonlaat-Plat ORIDA PROFESSIONAL SURVEYOR &.MAPPER NO. ............5 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date:08/16/18 Dwg:&bsonEm-UW Order No.: ^ iED SEAL OF A FLORIDA IJCENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 11 E. Field Bk: