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HomeMy WebLinkAbout2620 Flycatcher Way 18-1402lg .I-Ac2. COUNTY OF SEMINOLE IMPACT FEE STATEMENT Q J( q, S I STATEMENT NUMBER: 18100002 DATE: March 16, 2018 BUILDING APPLICATION #: 18-10000269 BUILDING PERMIT NUMBER: 18-10000269 UNIT ADDRESS: FLYCATHCER WAY 2620 17-20-31-502-0000-2270 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2620 FLYCATCHER WAY / LOT 227 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROAI?S-COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Singgle Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARK 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAM CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE +OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \U ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE O . MAR 18 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J L/O Documented Construction Value: S _( a0 Job Address: -,Lo 2r.0 IP-N, Historic District: Yes No Parcel ID: 17-20-31-502-0000- a%ain Wyndham Preserve Lot ak%aq Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kufp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@muihemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit mast 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: Sa Edition (2014) Florida Building Code w \ , 3 (43 Revised: June 30, 2015 5 Permit Application n 3t o2.5 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found.in.the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of NOTARY PUBLIC STATE OF FLORIDA omm# GG113111 Expirey6/21 /2021 Date 1S Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building a Electrical [R" Mechanical W Plumbinggr Gas Roof Construction Type: V (j Occupancy Use: Flood Zone: )(- 4-c-racNsp Total Sq Ft of Bldg: 2c-42, Min. Occupancy Load: # of Stories: t New Construction: Electric - # of Amps Plumbing - # of Fixtures L Fire Sprinkler Permit: Yes No [Rr # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: q1tollig UTILITIES: COMMENTS: 1Z2... WASTE WATER: ENGINEERING: FIRE: BUILDING: Ok to construct single family home with setbacks and impervious area shown on plan. tA3. q ° 10 i/rtp. IgBI T, CTR Revised: June 30. 2015 Permit Application r CITY OF SANFORD 110 BUILDING FIRE PREVENTION f=-' PERMIT APPLICATION Application No: I d l qo 2--- Documented Construction Value: S Job Address: a;Lo 'g\•O ,, --y-,,r • c 1a... Historic District: Yes No Parcel ID: 17-20-31-502-0000- a,a,1 Wyndham Preserve Lot a,a.`7 Residential ® Commercial Type of Work: New ® Addition Alteration 0 Repair Demo 0 Change of Use Move 0 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 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mtilhemkulp.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 C0INMENCEMENT. 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: "Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found. in. the public records of this county, and there may be additional permits required from other governmental entities such as water .• . management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3•a- Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature NOTARY PUBLIC STATE OF FLORIDA r:omm# GG113111 Expirey6/21/2021 Date 1H Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: 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: 47—J WASTE WATER: ENGINEERING: FIRE: BUILDING: COMIIlENTS: Revised: June30,2015 PennitApplication REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Descri Lion 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 s ELEC1TRIC?AL"P•ERMITo,';.• 1. 1. •is -,y.r=-='..y ..;t.:.= 1: i • , :. a {: r.:FT : .•cil:'X1... ::.f.. J4: iUi:.. :;i J:v ...i cll4^'. :: 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 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final sJ•y, t a9n"P MECII AIIIC'AL'PErRM IT,'."•s%axYr2.'•?1: n • 1.iC li. 4?'+i:'?'.:'`yy'odll<'%i':.,`:e,rekr:7s syr.ii4r r r.;( 6,•f.. V 4 iS• ? yY Ki r:•is' Jr . ti: ,.'..{;, Min Max inspection Description 10 Mechanical Rough i 1000 Mechanical Final i i REVISED: June 2014 o 1a»= City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 2620 Flycatcher Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2270 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: NO 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) C S • L Flood Zone: X Base Flood Elevation: NSA Datum: NSA 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 'A', the best available information used to determine the base flood elevation is: BP# 18-1402 Reviewed by: Michael Cash, CFM Date: March 28, 2018 Application for Paved Driveway, Sidewalk or Walkway(2 11 IncludingRight-of-Way Use & F 877- Landscin in Rht of-Wa Y i8» p 9 9 Y ww.ssMord19ov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone, 407. 688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk constructioA over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-fty. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbstors ood4 1. Project Location/Address: a tam 2. Proposed Activity: Q Driveway Q Walkway R Other. 3. Schedule of Work: Start Date Completion Date R Emergency Repairs 4. Brief Description of Work Construction Of New SFR This applicatWp is Properly 0 Signature: by. Print Name: (- f-\tckN04-_1 Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Share.mange1@9WA dhomB'•Om Date: Maintenance Responsibilitiesllndemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right -of --way adjacent thereto. Requestor may, with written City authorization, remove said installationlmprovement 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 pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, 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 have ma an understand the above statement and by signing this application 1 agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 13- 2$-20(8 Date: November 2015 ROW Use REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project NamevJ.,nAV-bw, - rc3'LrV.a. Project Address: 2 o rr v cd4--,.r- u`1a., 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. 1fY1%eJ% * L za Lk Print Iftme of Owner/Tenant Signatu wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print a of Gen. Contractor Signat a of Gen. Contractor CGC 1522347 Gen. Contractor License # oft F-a5iev-6-oDk Print Name of El. Contractor ignature of El. Corffractor MQ(20, 0% El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02/10/15) LBUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1-1to - 1 $ I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Stree dress) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 100day of 200$, by who is personally known to me or who has produced"""F1 VVIllets as identification and who did (did not) take an oath. jApt2:: sheyne Mengel Signature PR ARY PUBLIC r pp FI ORIDA , Comm# GG113111 Print or tW a name ys NCE \9 Expires 612112021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) THIS INSTRUMENT PREPARED BY: "I L01A.VName: 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 MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 9090 Ps 1531 (1P9s) CLERK'S AT 2018027820 RECORDED 03/13/2013 03:23:10 PI1 RECORDING FEES $10-00 RECORDED BY rdtemp Parcel ID Number. 17-20-31-502-0000- sal o 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) Myndham Preserve. PB 81 Pgs 93-102. Lot Address: a te.0 l.e_,jr, ._r Lam\o., Fi, 3a-1-I 3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (d other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address; 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe 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 Uenoes 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 1, 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 pen tl s of perjury, I declare that I have read the foregoing and that the facts stated In it are true to the be f ledge and belief. Ones Owner's Printed Name _ Florida Statute 713.13(1)(9):' The owner must sign the notice of commenoement and no one else may be permitted to sign In his or her stead' _ kcc State Ot L County Of • w - o: The foregoing Instrument we ckn wledged before me this day of i p ac z o by Who is personally known to me . Name of person making statement ILJa OR who has produced Identification type of Identification produced: W oc o Sheyne Mangel NOTARY PUBLIC W c 0 STATE OF FLORIDA " Y Comm# GG113111 E 9 EXpire3 &21/2021 1 Notary Signature RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way Permit Office: Seminole County City, State, Zip: San foerrd. FL. 32773 Permit Number:_ 4 UANFRD02Owner: i" {{eLY1'H Jurisdiction: Design Location: FL, SanforrT County:: Seminole (Florida Climate tone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft' 6. Conditioned floor area above grade (112) 1981 b. N/A R= ft' Conditioned floor area below grade (1`13) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Rel: Main, AH: Main 6 396.2 a. U-Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1981.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 58.53 Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and TRE STgT this calculation are in compliance with the Florida Energy specifications covered by this y _ 0WN Code. calculation indicates compliance 2_ i:• , with the Florida Energy Code. a„,„!'-••: : •=' O PREPARED BY: Before construction is completed 9U DATE: this building will be inspected for'• a compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. 9 with the Florida Energy COD ,v OWNER/AGENT: BUILDING OFFICIAL: DATE: %DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. 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 ANSIIRESNET/ICC 380, is not greater than 0.030 On for whole house. 1/17/2018 5:50 PM EnergyGauge b USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 227 - 1981 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address'Type:' Lot # Block/Subdivision: PlalBook: Street: County: City, State, Zip: Street Address 227 2620 Flycatcher Way Seminole Sanford , FL, 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulalio Main 178.3 ft 0 1981 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emilt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 W 0.1 Wood 1/17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width - -''-Height Sheathing Framing Solar I Below e 1 W 2 N 3 E 4 S 5 S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 60 0 9 4.1 44 9 9 4.1 48 9 9 4.1 24 9 9 13 31 3 9 4 560.0 ft' 4 417.7 ft' 4 455.0 ft' 4 231.0 ft' 4 291.7 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6. 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Omt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 W 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 0.25 N 0.34 0.26 N 30.0 ft' 1 ft 0 in 30.0 ft' 1 ft 0 in 30.0 ft' 8 It 0 in 48.0 ft' 8 ft 0 in 30.0 ft' 1 ft 0 in 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 k8tu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/17/2018 5: 50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location- EF.-.-,- Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply -- Return --- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main dm 59.4 dm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJXJ Jan HeatinJan eb ki Mar Feb Mar JFA r Apr Ma ri Jun ri Jul Jun Jul MayAug JXJAu Sep riSe 10 dNov OOct XINov Oec Venting Jan Feb Mar Jun Jul Aug Sep lXj Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/ 2018 5:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 I FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 2620 Flycatcher Way, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1981.00 ft' 6. Conditioned floor area (ft2) 1981 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U•Factor: Dbl, U=0.34 120.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft' 6 396.2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 fl' SHGC: SHGC=0.25 12. Cooling systems kStu/hr Efficiency c. U-Factor. N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. p Builder Signature: _ 100% Date: Address of New Home: Ci /FL Zip: Yo_r -6cue L 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. 1/17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way 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 nsun any dropped ceiling/soffit Theinsulationiedsoffittheinsulation 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 oompletely 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 ft. 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 Exterior walls adjacent to showers and tubs shall Shower/tubTheairbarrierinstalledatexteriorwallsadjacenttoshowersandonexterior 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 a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/17/ 2018 5:50 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 101 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way Permit Office: Seminole County City. State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: 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, (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 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; S. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0(g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: of -EHE SrAr OU Wt• 1/17/2018 5:50 PM 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 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way 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 Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct Total Conditioned Floor Area) System an,out)` Leakage 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 /17/2018 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)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 01-VRE STq, C 4 WE 1/17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project Summary Job: Starlight -Wyndham 1 •7 Date: 4114/2017 Entire House Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ck Orlando, Ft. 32810 Phone:407-888-3729 Email. GRenner®energyalcmm Web. www.energyairoom For. Lot 227 -1981 TR, Starlight Homes 2620 Flycatcher Way, Sanford, FL32773 Notes: Weather. Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 17497 Btuh Ducts 1538 Btuh Central vent (65 dm) 1830 Btuh Outside air - Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Infiltration Method Construction quality Fireplaces Area (ft") Volume (fe) Air changeslhour Equiv. AVF (dm) Simplified Semi -tight 0 Heating Cooling 1983 18498 18498 0.26 0.14 80 43 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 15330 Btuh Duds 2048 Stuh Central vent (65 dm) 1248 Btuh Outside air Blower 0 Stuh Use manufacturers data Rate/swing multiplier y 1.00 Equipment sensible load 18627 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Duds 197 Btuh Central vent (65 cfm) 1917 Btuh Outside air Equipment latent load 4391 Stuh Equipment Total Load (Sen+Lat) 23018 Btuh Req. total capacity at 0.75 SHR 2.1 ton Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 cfin Actual airflow 899 dm Air flow factor 0.047 dm/Btuh Air flow factor 0.052 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 37 OF Backup: Input = 6 kW, Output =19028 Btuh,100 AFUE Bddtalic values have been manuallyovenrkban Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-17 17.4925wrightsoft- rbght-Suile®Univeraa12017 17.028 RSU17013 Page 1 ACCA .-SpedAdWyndham Preseml of 227 -1981 TR rup Cale = MA Front Door faces: S wrightsoft° Manual S Compliance Report Entire House Energy Air, Inc 6401EnergyAir. Ct,Orlando, Fr_32810Phone: 407-888-3729 Emall-GRenner®energyairmmWeb: wo6 energyairmm For. Lot 227 - 1981 TR, Starlight Homes 2620 Flycatcher Way, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 4/14/ 2017 By: Plan: 1981 „ S Outdoor design DB: 92.6°F Sensible gain: 18627 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latentgain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 23018 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 cIrn Sensible capacity. 20916 Btuh 112% of load Latent capacity: 5203 ' Btuh 118% of load Total capacity: 26119 Btuh 113% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1 OF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 cfm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 899 cttn Output capacity: 5. 6 kW 91 % of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. C 2018 Jan 171 wrightsoft• Right-Surleyersa ® llnil 2017 17.0.28 RSU17013 Page I Page 1 ACC WSpeeifid%&jmdham Presen etot 227 -1981 TR rup Calc = Mj8 Front Door faces: S Duct System Summary Job. Starlight -Wyndham wrightsofte Date: 4/14/2017 Entire House Energy Air, Inc Plan: 1981 S 6401 Energy Air, Ok Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom Vtkb: www.energyalrmm For. Lot 227 -1981 TR, Starlight Homes 2620 Flycatcher Way, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 028 in H2O 0.140 / 0.140 in H2O 0.165 in/100ft 899 dm 170 ft Coding 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.165 in/l00ft 899 cfm Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 c 142 3 7 0.194 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 c 1539 56 80 0.181 6.0 Ox 0 VIFx 29.4 125.0 st2 bed4 h 2353 111 77 0.181 7.0 Ox 0 VIFx 29.4 125.0 SO W-A c 1412 56 73 0.177 6.0 Ox 0 VIFx 33.1 125.0 SO fOYer h 1292 61 57 0.332 5.0 Ox 0 VIFx 9.3 75.0 W1-din-Faro c 2341 94 121 0.198 7.0 Ox 0 VIFx 21.5 120.0 SO WWin-Fan A c 2341 94 121 0.193 7.0 Ox 0 VIFx 25.3 120.0 stl IdWin-Fann-B c 2341 94 121 0.189 7.0 Ox 0 VIFx 27.9 120.0 stl laun c 847 15 44 0.329 4.0 Ox 0 VIFx 10.0 75.0 mba h 743 35 24 0.177 4.0 Ox0 VIFx 33.2 125.0 st2 mbr h 3013 142 94 0.171 7.0 Ox0 VIFx 33.5 130.0 st2 movie h 1413 67 36 0.165 5.0 Ox0 VIFx 40.0 130.0 S12 Wc2-A c 48 1 2 0.181 4.0 Ox 0 VIFx 29.8 125.0 st2 W.6-A h 533 25 14 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 v&4-A h 955 45 28 0.175 4.0 Ox 0 VIFx 40.3 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type 4m) cm) FIR fpm) in) in) Material Trunk SO PeakAVF 281 363 0.189 666 10.0 0 x 0 VinlFlx st2 PeakAVF 302 235 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 200 0.174 545 9.0 0 x 0 VinlFlx Boldrdalic values have been manuallyovenidden C 2olaJen 17 1 a wrightsoft• Right•Suite®Unl%ersW 201717.0.28 RSU17013 Pagege IP1ACUI, .. SpedficlWyndham Presenelot 227 -1981 TR rup Calc = MJ8 Front Door faces: S Grille Htg Gg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size (in) Cfm) dm) 8) FR fpm) in) in) Opening (In) Mat! Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018 Jen 17 1 wrightsoft• RighFSuite®UnWrsal 201717.0.28 RSU17013 Page 2Page2 ACCK ...SpedfidWyndham Presamtot 227 -1981 TR.rup Cale= MA Front Door faces• S M Job #: Starlight -Wyndham Performed for: Lot 227 -1981 TR 2620 Flycatcher Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone:4074M.3729 wAw.energyair.com GRenner@energyaircom QqD Scale: 1/8"=1'0" Page 1 Righk%te®Univusal 2017 17.0.28 RSU 17013 2018Jan 1717:49:38 m Presene%ot 227 -1981 TR.rup a-tf 2" VTR 1-1/2" Vrx VTR Jl 1l 2" A AUTO VENT KS LAV 21' LAV 2 n we 3" we 3" SH . to n i iso n PLAN -:1981 I PLUMBING RISER DIAGRAI l L O zm N 0 o a v a o O N N y a ONin U WvoC 00 O m0 a DINMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 227 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' ' Side = 7.5' LOT AREA CALCULATIONS LOT = 7.130 SQ.FT. LIVING AREA= 1,981 SQ.FT. GARAGE = 402 SQ.FT. ENTRY = 78 SQ.FT. DRIVEWAY = 437 SQ.FT. PATIO = 181 SQ.FT. WALKWAY = 45 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 43.9 X SOD = 3.997 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1.550 SO.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD = 258 SQ.FT. TOTAL AREA AREA = 8.680 SQ. DRIVEWAY - 551 SQ.FT. SIDEWALK = 355 SQ.FT. SOD - 4.255 SQ.FT. LOT 219 LOT 228 WYNDHAM PRESERVE - LOT 227 PLOT PLAN LOT 220 NORTH BOUNDARY UNE OF LOT 49 i' LOT 227 N AREA = 7,130 S.F. ± 11 A/C 8. 7' PAD 22. 0 G COVERED Od LANAI 22. 7 PROPOSED 1 STORY RESIDENCE 2620 FLYCATCHER WAY MODEL Ci 1981 OPHELIA ELEVATION - T GARAGE - RIGHT FFE= 26.5 6. 7 A 8. 7*: 1R_n xo 20.0 e 62.00' PROPOSED 5' CONC SIDEWALK li N 8. 7' 8. 7' PROPOSED WALK i PROPOSEDDRIVEWAY 19' 43103W . CURB' FLYCATCHER WAY PCP 50' RIGHT—OF—WAY PRIVATE ROAD) _ CENTER 391.64' S8743'03'W LINE r "' ` y"' """` LEGEND. -Access Droina a blibes dewalk l9—Licensed usiness g N SFP— Backflow Preventer Si h/ t Distance Easement S — Survey r PRM—Permanent Ref. Monument R — Reported PCP —Permanent Control Point D — Description FP&L—Florida Power & Ught P — Plat FFE —Finish Floor El ton D. .— Deed Book Water Meter O. R.—Official Records Book N—Water Valve P. B. —Plat Book Z7—Flre Hydrant Pg. — Page RC® —Reclaimed Water Meter El. — Elevation RCD4—Reclaimed Water Valve Cone. — Concrete Cable Box BP — Brick Paver M—Telephone Box SW — Sidewalk El —Electric Box FFE — Finished Floor Elevation O—Utility Pole Cl — Curb Inlet Guy Pole GTI— Grote Top Inlet 9—light Pole P. U.E.—Public Utility Easement t--Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride Storm Sewer Manhole NCS — No Comer Set (Falls in Water) m —Sanitary Sewer Manhole SF — Square Feet DWO —Electric Handhole D. U.E. —Dro9 inaa til% Easement Coo —Clean Out FMGD — MAG NAI &DISK XM4—Irrigation Control Valve P. K.—Parker Kolon Nail I' —Sign SIR Jet 1/2' Iron Rod L87768 WD4—Gate Water Valve SPKD — Set P.K. & Disk L87768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 11. —Existing Grade FlP — Found 1/2' Iron Pipe L87768 a —Blow—off Valve FPKD— Found P.K. Nail &Disk L87768 ter —Drainage Flow Direction FCM — Found Vx4"_ Concrete 10.0 —Proposed Design Grade Date I Dwn BunmiNG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE" City of Sanford Seminole County, Florida. S. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) LE wxva: at Per mittin$ lot it Pancs v. L-av1 r1 t"3tAa*G IS6915 ORIDAPROFESSIONALSURVEYOR & MAPPER NO. ...... ......... NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL LOT 221 tu O LOT 226 O w IW UTILITY EASEMENT ( P) PCP lgo2 ZONtNW- DATEOk to construct single family home with setbacks and impervious area shown on plan. 43, q'10 ;nip. 1981 OpV a 14a- T, 6rP-. 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 Z(" DESCRIPTION: LOT 227, according to the plat of " V YNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 MalUand, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drawn: JE I Checked: JDL I P.C.: Data File:BrissonFast-Plat Date: 01 /27/18 Dwg: &isonFast-iat?27 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: RECORD COPY I' • PALMER ELECTRIC" Starlight Homes 1981 LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C1131- (41) 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 a 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS INEC 2014- 220.82(B1(I)-(4 QTY LIGHTING 1981 Sq Ft Q 3VA/Sq. Ft VALUE 5.94 TOTAL KVA KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER J\ p1NG Soo I WATER HEATER (1) m 450 4.50 KVA 0 WATER HEATER (2) NF04' 4.50 1 DISHWASHER c P 1.20 1.20 KVA I DISPOSAL(1) DEPA 2 0.80 0.80 KVA 0 DISPOSAL(2) A Q 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) '` 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 I MICROWAVE CIRCUIT 2.50 250 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 720 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.44 KVA IST 10 KVA (GENERAL LOADS)© 100% 10.00 KVA REMAINDER (GENERAL LOADS) Q 40% 10.58 KVA SUBTOTAL (GENERAL LOADS) INEC 2014 - 220.82(Bll 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(All 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS RECOMMENDED SERVICE SIZE 150 AA1PS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WP0227 - WP0227 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0227 Model: 1981 Tampa, Ft_ 33610-41 5 Lot/Block: 227 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date I No. Seal# Truss Name I Date 1 1 T13026342 1 AO 1/23/18 118 1 T13026359 1 CJSA 1/23/18 12 I T13026343 I A02 11/23/18 119 I T13026360 I EJ7 11/23/18 1 13 1 T1 3026344 1 A03 11/23/18 120 I T13026361 I EJ7B 11/23/18 1 14 I T130263451 A04 11/23/18 121 1 T1 3026362 1 H 1 11/23/18 1 15 IT13026346IA05 11/23/18 122 1 T130263631 HJ7 11/23/18 6 1 T13026347 1 A06 1/23/18 123 1 T13026364 1 V3 1/23/18 7 1 T13026348 1 A07 1/23/18 124 1 T13026365 1 V5 1/23/18 18 1 T1 3026349 1 A08 11/23/18 1 Ov tDINc1 SANFOi«. I FPgRSN' I It, 8- 1 4 02 1 19 1 T130263501 A09 11/23/18 10 IT130263511AO10 1/23/18 11 T13026352 A011 1/23/18 12 IT130263531AO12 1/23/18 113 1 T130263541 A013 11/23/18_ _J 114 1 T130263551 CJ 1 1/23/18 115 1 T130263561 CJ3 1 1/23/18 16 IT130263571CJ3A 1/23/18 117 1 T130263581 CJ5 11/23/18 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. 44 N S o 39380 p ' STATE C QJ i Thomas A AIWI PE lle.n= MiTek Usk Inc. R . Cart 6634 69M Parke East Blvd. Tampa a 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Ply WP0227 T13026342 WP0227 A01 Hip Girder 10ty1 1 Job Reference (optional) tsuuaers rustbource. I ampa, runt t:iry, monaa ijauo 0.1 au s aep 1 a cu 1 I M. , V. 111YUi111CD, .. .. 1 YO —11 — V 1G GV .. ruya 1 ID:4xiZSyOSpnperCOHMLIOgIzP836.5hz1JIBfKF04ZxV22Emg2zAexIKHvmiLwcd4iOzsY9v r1.0 0 4.2.3 7.0.0 12.1.15 17.2.1 22.4.0 27.5 5 32.6.11 37-E-0 40 5 13 44.8.0 4S•a 0 1-0 4.2.3 2-8 13 5.1.15 5 3 5 1.15 5 1.5 5 1.5 5-1-5 2.9 13 4-2-3 i•0 0 Scale =1:76.4 2x4 11 5.00 12 2x4 II Sx6 We= 2x4 II 4 26 27 5 28 29 6 30 31 78 32 33 a 34 35 t0 36 37 11 . b„A c 4x6 = 25 24 38 39 23 40 41 22 21 42 43 20 44 45 I9 1846 47 17 48 49 16 15 4x6 = 2x4 11 4xa = 2x4 11 7x10 — 2x4 II 4x6 = 2x4 11 LOADING (PSI) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) -0.10 16.17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ven(CT)-0.1916-17 >999 ISO BCLL 0.0 Rep Stress Incr NO WS 0.80 Horz(CT) 0.06 13 n/a rUa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-5.6 oc puriins. 4-8: 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 8-8-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpi 6-20, 9-20 WEBS 20 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=1218/0.8-0, 20=4357/0-8-0, 13=1217/0.8.0 Max Horz 2=-46(LC 32) Max Uplift 2=-406(LC 8). 20=-1471(LC 4), 13=-409(LC 9) Max Grav 2=1224(LC 19). 20=4357(LC 1), 13=1224(LC 20) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2451/802, 3.4— 2319/802, 4-5— 1960/699, 5-6— 1959/699, 6-7=-846/2625, 7.9=446/2625, 940=-1964/698, 10-11=-1964/698, 11.12=-2318/801, 12-13=-2449/810 BOT CHORD 2.25-72612200, 24-25— 726/2200, 23-24-674/2148, 21-23-56/330, 20.21=-56/330, 19-20-51/310, 17-19=-51/310, 16-17-669/2147, 15-16=-687/2198, 13-15=-687/2198 WEBS 4-24=-85/603, 5-23-579/355. 6-23=839/1893, 6-21=01349, 6-20=-3339/1129, 7-20=- 672/408, 9.20=-3325/1126. 9.19=0/354, 9-17-647/1912, 10-17-580/357, 11-16= 87/601 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.0psf; h=151t; Cat. 11; Exp C; Encl., GCpi=0. 18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x8 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406lb uplift at joint 2, 1471 lb uplift at joint 20 and 409 lb uplift at joint 13. 4 Iy Thomas A. Albani PE No.39380 MIT#k USA, Inc. FL Can GSU nU Parka East Blvd. Tampa FL 32610 Oat#: January 23, 2018 Q WARNING. Varty Cosign pamnefara and READ NOTES ON THIS AND INCLUDED AUTEH REFERANCE PAGE A07473 rev. I&MOGt6 BEFORE USE Design valid ( or use only vAM Milek® connectors. INS design is !lased only upon parameters Shown. and Is for on Individual building component. nor a Inas system. Before use. the bxDtIDng designer must verity the applicability of design parenolors and property Incorporate this design Into the overall Brocing Indicated Is to buckling of I clivkkxn truss web and/or chord members only. Additional temporary and permanent bracing MiTe k' building design. prevent Is oiways required for stability and to prevent collapse wpm possible personal "a and propertydamage. for general gtldenco regarding the fabricate rx storage. delivery. erection and bracing of trusses and Inns system; sooANSI/rPI I Quality CAtarla, OSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdksble from truss Perks Institute. 218 N. Lee Sleet, Sidle 312. AlexancM. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13028342 W PO227 A01 Hip Girder 1 1 IWPO227JobReference (optional) Builders FlrstSource, Tampa, Plant City. Honda 33566 6.I Ju 5 aep t a cu t r mt r erz lfxi 5ute5, urv. 1 un jau. ca vi.ac.1 c cv, o raeo c I0:4xiZSy05pnperCOHMLIOglzP836.5hz1JIBIKF04ZxV2ZEmg2zAexlKHvmiLwcd4iOzSY9v NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0.0. 105 lb down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11.0-12. 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15.0-12, 105 lb down and 107 lb up at 17-0.12, 105 lb down and 107 lb up at 19.0.12, 105 lb down and 107 lb up at 21-0-12. 105 lb down and 107 lb up at 22-4-0, 105 lb down and 107 lb up at 23.7.4. 105 lb down and 107 Ib up at 25-7-4, 105 lb down and 107 lb up at 27-7.4. 105 lb down and 107 lb up at 29.7-4, 105 lb down and 107 lb up at 31-7.4. 105 lb down and 107 lb up at 33-7-4, and 105 lb down and 107 lb up at 36.7.4. and 200 lb down and 202 lb up at 37.8.0 on top chord, and 320 lb down and 109 lb up at 7-0.0. 81 lb down at 9.0-12, 81 lb down at 11-0-12, 81 lb down at 13.0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19.0-12.81 lb down at 21-0-12. 81 lb down at 22-4-0, 81 lb down at 23-7.4 81 lb down at 25.7-4. 81 lb down at 27.7.4, 81 lb down at 29-7-4. 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 320 lb down and 1091b up at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.11=-54, 11-14=-54, 2-13= 20 Concentrated Loads (Ib) Vert: 4— 153(8)11=-153(8)24=-320(8)6=-105(B)21=-58(B)20=-58(8)7=-105(8)19=-58(B)9=-105(B) 16=-320(8)26=-105(B)27— 105(8)28= 105(B) 29=-105(8)30=-1o5(B)31=-105(B)32=-105(8)33=-105(8)34=-105(8)35=-105(B)36=-105(8)37=-105(8)38=-58(B)39= 58(B)40=-58(8)41=-58(8)42= 58(B) 43=-58(8)44=-58(B)45=-58(8)46=-58(8)47— 58(8)48_ 58(8)49=-58(B) O WARNINO • Vedry dedpn peremasm and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PACE 11007473 rev. 1662,2016 BEFORE USE Deskin valid lot use only vAth Welu® connectors. INs dostgn is based orgy upon parameters shown. and Is for an trWIvidual t. ding component. rah a hum system. Belote use. Ina txBdng designer must vo01y, tho applicability of desIM patamelors and ptopeny Incotpotato Min design Into the ovoll t)tgdhg design. Bracing Indicated Is to prevent budding of IndMdu di truss web aid/or chord members only. AdU6onal Iompot ry and permanonl broctrtg MiTek' 6 always requhed la stabelty, and to prevent collopso with pessIlAe perional tVuey and praxxty damoae. For genotal guidance tegarding Ma IaxlcatbrL dotago, dollvcvy. aectlon and bracing of trusses and truss systems seeANS1/1PI I Cuatity Cdteda. OS1149 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from truss Rae MsilMe. 2IS N. Leo Shoot. SuAle 312. Alexandra. VA 22314. Tanga. FL 33610 Job Truss Truss Type Ply WP0227 Tt3028343 WP0227 A02 Hlp 10ty1 1I Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 0.130 s sep 15 "L01 r nr11 I eK mausmes, Inc. I us dan z3 ut:zz:l a z01 o rage i I D:4th2SyQSpnperCOHML i Og 1 zP836-N 1 uhniH2hPu5uOXOUCOTgRzvlrmt2?uNXCgySUzsY90 1.0 0 5.7.6 9 0 0 15 8.14 22.4.0 28.11.2 35.8.0 39-0.10 44.8-0 8• 1.0• 5 7.6 3 4-10 6.8.14 6 7-2 6.7-2 6.8.14 3 4.10 5-7.6 0 Scale - 1:76.1 2x4 If 64 Sx8 = 5x8 = Sx8 = s.00 12 6'm = 4 5 6 7 B 9 g Mcm Sx6 = 17 16 15 14 13 Sx8 = Sx8 = 7x10 = Sx6 = 700 = 5x8 = 9.0.0 l 15.8.14 I 22.4.0 1 28.11.2 1 35.6.0 1 44-9-0 Plate Offsets (X.Y)-- 9-0.0 6-5-14 15-1-2 - O-1-z 12:0.5.1,0.0-31,14:0-4.0,0-2-21,19:0.4-0,0-2.21,111:0-5-1.0.0-3),114:0.5.0,0-4-121 116:0.5.0,0-4-121 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(L-) -0.33 15 :-.M 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) -0.61 15 A63 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.13 11 rVa Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 277 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6.9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=170010.8-0, 11=1700/0-8-0 Max Horz 2=-57(LC 13) Max Uplift 2=-477(LC 8), 11=-477(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.9-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. WEBS 1 Row at midpt 5.17. 8-13 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3598/2258, 3-4=-3395/2064, 4-5_ 3153/1963, 5.7=-4957/2959, 7-8=-4957/2959, 8.9=-3153/1963, 9-10=-3395/2064, 10-11— 3598/2258 BOT CHORD 2-17=-1996/3246, 16.17— 2504/4521, 15-16=-2503/4524, 14-15— 2471/4524, 13-14=-2472/4521,11-13=-1900/3246 WEBS 3.17=-162J349, 4-17=-578/1022, 5-17_ 1635/932, 5-15= 279/562, 7.15=-34W293. 8.15=-280/562, 8-13=-1635/931, 9-13=-578/1022, 10.13=-162/349 NOTES, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140Mph (3-second gust) Vasd=108mph; TCDL=4.2pst. BCDL=3.0ps1; h=151t: Cat. 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 45.8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=477, 11=477. Thomas A. Albani PE No.39360 MiTak USA, Inc. FL Cart 6634 6904 Parka Ent Blvd. Tampa FL 33610 Data: January 23,2018 A WARNING • vadry deden pannsetwo and READ NOTES ON TNIS AND INCLUDED NrrEK REFERANCE PAGE N9403 rev. 1603lOIS BEFORE USE Design valid for use only vAth Mlfek®conneclors. this design Is basod only upon parametors Yawn. and Isle on individual building component. rot a truss system. Before Lso. to lxdc ing designer trasl verity the applicalAIly, or design lxrametors and properly Incorporate this design Into the overall L4ACI design. Bracing indicated Is to buckling of IndNkhKA Russ web and/or chord members only. A killio al temporary and permanent tracing M iTewngprevent Is always required lot Yabalty and to prevent collapse with poss811e personal hVuy and ixoperty damage. For general guidance regarding the 6904 Parka Goo Blvd. latdcatkrn, storage. delivery. erection and tracing of tnsses and truss systems. seeANSVTPl1 Quality Criteria, DS8.89 and SCSI Building Component Tanya. FL 33610SalaryInformationavailablehorntrussPlatehu6dAo. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314 Job Truss Truss Type Ply T13026344 WPO227 A03 Hip 10ty I1 1 IWPO227JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:20 2018 Page 1 ID:4xiZSyOSpnperCOHML 1 Og 1 zP836•sDS3_1 HgSjoyW A6a 1 vviNfV2W F78nNLXmsZV_wzsY9n 1 0 5.1.6 11.0 0 18.7 4 26.0.12 33-8.0 39.6.10 44-B•0 6• 1.0 51-6 510.10 7-7-4 7.5.8 7.7.4 51010 518 0 Sx8 = 6.00 12 2x4 11 4x6 = 3x8 = 5x6 = 8 Seale = 1:76.1 Sx6 = 1B 18 17 16 15 14 13 2x4 II 4x6 = Sx8 = 5x8 = 2x4 II 5x8 _ Sx8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFT. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.31 15-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Ven(CT) 0.5715-16 >924 ISO BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 10 rVa Will BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 262lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP M 31. 6.8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 7-16. 7-13 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0.8-0, 10=1700/0.8.0 Max Horz 2=-70(LC 17) Max Uplift 2=-457(LC 8), 10- 457(LC 9) FORCES. (Ib) -Max. CompJMax. Ten. rAll forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3637/2278, 3.4=-3239/1977, 4-5- 3874/2397, 5-7=-3874/2397, 7-8=-2954/1893, 8-9=-3231/1970, 9-10=-3641/2283 BOT CHORD 2-19=-2031/3291, 18-19= 2031/3291, 16.18=-1593/2943, 15.16=-2095/3887, 13-15=-2095/3887, 12-13-1937/3295, 10.12=-1937/3295 WEBS 3.18- 386/469, 4-18=-149/406, 4-16=•626/1198, 5.16- 429/369, 7.15=0/301, 7-13=-1204/638, 8-13=-451/875, 9-13=-398/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vtdt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C, Encl., GCpi=0.18: MW FRS (envelope) and C-C Cotner(3) -1-0.0 to 5.1-6, Exterior(2) 5-1-6 to 45.8-0 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 8t 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 Gt=lb) 2=457. 10=457. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 863/ ON Parka East Blvd. Tampa FL 33610 Data: January 23,2018 wARmwa - Verity deafen psmmfra and READ NOTES ON r;aS AND INCLUDED AUlEK REFERANCE PAQE A84472 tov. IMY201S BEFORE USE Design valkl lot use only with Ml lok®conneclors. IhIs dostgn Is based only upon parameters shown, and Is lot an Individual 1xdding COmpornornL not a tnas system. Boloto use. the btac&ng design must verity the appltcabBty of dosl0n paanoters and txoteriy Incorpaato this design Into the overall Wilding design. Bracing In leatod Is to ptevenl baalding of Individual buss web axf/a Chord memlwrs only. Additional temporary and pormanenl brming MiTek' Is always fecgltod fa stability and to prevenl collapxo wllh possible personal ktllay and ptoparty danago. Fa genetal guidance regading mo labdcallm storage, dellvery, erection and bracing of trusses and Miss systems, seaANSI/IN I Quality Criteria. DSB-89 and SCSI SullOng Component 6904 Parke East Blvd. Seery tnlormanon available from Ines Rate hnsllkdo. 218 N. lee Sheol. Stlte 312. Aloxandda. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ory Ply Tt3026345 W P0227 A04 Hip 2 1 IWPO227JobReference (optional) tsubaers rusibource, lampa, mant s.lty, rtonae oaaoo ....av a dap is c.,. ,n„e ,,, .,,o, ,,ti. . - , oVo . I0:4xiZSyOSpnperCOHMLI Og1 zP836-KPORCNIID08o8Khnbd0,xws2EvfKsWvEg?WJ3XMzsV9m 0.0 7-7.12 13.00 19.3.4 25.4.12 31•&0 37.0.4 44.8.0 ASS 1 1.0.0 7-7.12 5 4-4 6 3 a &1-B &3 4 5.4-4 7a•12 0 Scale = 1:79.5 3K8 = SX8 - 2x4 11 4x6 = SK6 = 5.00it2 4 5 6 7 B 1.SxBSTP= 19 IB If 16 IS " 13 12 1.5x8STP= 4K6 = 2x4 II 3x4 = 4x6 - 3x8 = 2x4 II 4z6 = 34 = 2K4 II ASKS = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.79 BC 0.78 WB 0.53 Matrix-SH DEFL. Vert(L-) Vert(CT) Horz(CT) In (loc) Udell Ud 0.33 15-16 >999 240 0.62 15-16 >848 180 0.20 10 n/a rVa PLATES GRIP MT20 244/190 Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.I 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc purlins. 4.6.6.8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 7-13 14-17: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0.8-0, 10=1700/0.8-0 Max Horz 2=81(LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3524/2169, 3.4=-2988/1873, 4-5=-3249/2076, 5-7- 3249/2076. 7-8=-2720/1784, 8-9-2988/1873, 9-10-3523/2170 BOT CHORD 2.19=-1881/3157, 18.19=•1881/3157, 16-18=-1430/2707, 15-16=-1719/3249, 13-15-1719/3249. 12-13-1788/3157, 10.12- 1788/3157 WEBS 3-19=0/276.3-18=-539/529, 4-18=-226/416, 4-16=-419/833, 5-16=-352/306, 7.13=-822/416, 8-13=-487/851, 9-13=-539/530, 9-12=01276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Comer(3) • 1-0.0 to 5.0.0. Exterior(2) 5-0-0 to 45•8-0 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) 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 Qtdb) 2=437, 10=437. Thomas A. Albani PE No.39390 MiTsk USA, Inc. FL Cart 9934 6904 Parka East Blvd. Tampa FL $3610 Oslo: January 23,2018 Q WARNINO - Vafljr daNpn pamnstma and READ NOTES ON TM AND WCLUDED AMK REFERANCE PAOE MD-7473 rev I001KIMIS BEFORE USE Design valid for use only vAlh Mliek®corvieclas. tnls design Is based only upon pararrwters stawn. and Is for a1 Indls4dud rAddhg component. not a tnm syslom. Betore use. the txtamng deslgnar must verity the applicaAIN of design pxxanoters and pxopolly Incorporate lhh cosign Into rho ovadll padding design. Brocing Indicated Is to prevent Welding of Individual truss web and/or chord members oNy. Additional temporary and permanent txa:blg WSW Is always recpMed lof stability and to lxevenl collapse with possUe personal Injury are pxopeny damage. fa general guidance togad Ing rho fobrlcatkxs, storage. dkllvery. otecten and txacing of busses and in= syslemz K"NSI/1Pl1 Quality Criteria, 011111-89 and f1CSI Building Component 6904 Parke East Blvd. Salary IMtmeanon ovalk"o born tram Rate buabde. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ory Ply T13026346 W PO227 A05 Hip 2 1 IWPO227JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.130 S Sep t b 2u1 / MI I eK Industries, Inc. I ue Jan 23 07:22:22 201 a rage i ID:4xi2SyQ5pnperCOHML i Og 1 zP836-ocapPjJwzKG(ITGz9KyAS4bMn3eaFNapDA2c3pzsY91 1.0 p 7.4.11 15.0 0 22.4.0 20 8.0 37.3 5 44.8.0 _ 4$8 0 O 7-4-11 7.7.5 7.4.0 7-4-0 7.7.5 7.4.11 0 5.00 F12 Sxe = 2x4 II SKS = Scale. 1:81.0 1.Sx8STP= 1s 1710 G1 15 " "'13 12 1.SKBSTP= 4xB = 2x4 11 4x6 = 3x8 = 3x4 = 2x4 II 4x6 = 3x4 = 4x6 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) 0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13-15 >895 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.21 10 IVA Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 226lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4.5,7-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-17. 9-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0.8-0 Max Harz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10- 417(LC 9) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3561/2217, 3.5- 2851/1783, 5-6=-2893/1905, 6-7=-2893/1905, 7-9=-2851/1783, 9.10=-3561/2217 BOT CHORD 2-18=-1933/3197, 17-18=-1933/3197, 15-17=-1325/2562, 13-15=-1306/2562, 12-13-1840/3197, 10-12=-1840/3197 WEBS 3-18=0/314, 3.17=•704/660, 5-17=-198/491, 5-15=-266/600, 6.15=-443/372, 7-15=-266/600, 7-13=-198/491, 9.13=-704/660, 9-12=0/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0. Exterior(2) 5-0-0 to 45-8-0 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 2=417. 10=417. Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Con $634 6904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNWO • Vady dedyn Pwarrtafere and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE MO-7473 rev. IMISMI S BEFORE USE Design valid lot use only calm Mllek® connectors. this dedgii Is based only upon paratneten shown, and Is lot an trWlvlcaal buldIN component. not a Was system. Below use. the tx"*Q designer must verily the aWicabtity of design paanoters ad lxopotly, knewpotate ants design Into the overall building design. Bating Indtnated Is to prevent budding of Individual Buss web and/or chord members only. Additional temporary and permanent bracing Mew Lt dways teguirod tot stability did to prevent colldSue vA1h possible personal INIay and tropeny, damage. for gonoral guidance rogadng the 6204 Parka East Blvd. fabrication, storage, delivery. erection and tracing of busses aid hiss systems. soeANSVIPI1 Quality Criteria. OSS-89 and SCSI Building Component Tonga. FL 33610safetylnfotmationavolialrofromhugsPlateinstitute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Ply T13026347 W PO227 A06 Hip 2 1I IWPO227JobReference (optional) Clllhaers ruslaource, r ampa. r-tant airy, rtanaa oa000 o• . v<+ o .map .+ , • .. a •'••• ••-. • , tea.. , . ID:4xi2SyO5pnperCOHML1OglzP836-Go88d3KYkeOWNdr912TP?H7bMSz1 olzSgog Seale-1:78.0 S.00 f 12 Sx6 = 3x8 = Sx6 = 6 7 B 3x8 = N re 18 ca 17 c+ 16 A _ 3x4 = 06 = 2M4 II 3x8 = 3x4 = 34 = AIMS = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.73 BC 0.99 WB 0.59 Matrix-SH DEFL. In (loc) I/dell Ud Vert(LL) 0.31 17 >999 240 Vert(CT) -0.62 18-20 >852 180 Horz(CT) 0.21 12 We rUa PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18. 7-16 REACTIONS. (Ib/size) 2=1700/0-8-0, 12=170010.8.0 Max Horz 2= 104(LC 12) Max Uplift 2=- 418(LC 12), 12=-418(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 0b) or less except when shown. TOP CHORD 2. 3=-3562/2280, 3-5=-3380/2197, 5-6- 2635/1724, 6.7=-2391/1651. 7-8=-2391/1651. 8.9-2635/ 1724.9.11=-3380/2197, 11-12=-3562/2281 BOT CHORD 2- 20=-2010/3200. 18-20=-1586/2794, 17-18=-1289/2526, 16.17=-1289/2526, 14-16- 1550/ 2794. 12-14- 1916/3200 WEBS 3-20=- 222/369, 5-20=-306/485. 5.18=-572/529, 8-18=-424/734, 7-18=-393/166, 7.16-393/ 166,8-16=424/734.9-16=-572/529,9-14=-306/485, 11-14-222/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 6-0.0. Exterior(2) 5-0-0 to 45-8-0 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=418, 12= 418. Thomas A. Albani PE No.38360 MiTak USA, Inc. FL Cart 6634 M Parka East Blvd. Tampa FL 33610 Date: January 23, 2018 Q WARNING - VerUy dadln parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MQ7473 rev. 1MM2015 BEFORE USE Design valid for use orgy With fAlek0 connectors. this design Is based only upon pwaanotam shoves. and is la an lndlVxW bolding eornporwnt not a tnm system. Before use. the txlding designer mtrsl verhy the cpIAlcablilty, of design pacxnotots and ixoporly trlcor"ale this design Into the overall Bracing indicated b to buckling Individual trim web and/or chord members only. Additional temporary and permanent txoctrlg MiTeiC building design preventofIsalwaysreed la stability and to ptevont collapse wllh possible personal "and properly danage. For general guidance regarding the fabrleotbrx storage. doemy, erection and bracing of trusses and truss systems seeANSI/IPI I Quality COlarlo. OSS-89 and SCSI Building Component 6004 Parka East Blvd. Safety information aveBadble from arum Plato institute. 218 N. Lee Sheol. Stile 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13026348 W PO227 A07 Hip 2 I 1 IWPO227JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:24 2018 Page 1 ID:4xi2SyO5pnperCOHML I Og 1 zP836•k_hagPKAVxXN7nOLGl_eXVgjRsJ-jIz6hUX17hzsY9j a•0 P 7.0.4 12.7.15 19.0 0 25.8.0 32.0 1 37.7.12 44.8.0 45." 0.0 7.0.4 5 7-11 '4-1 68 07•it 7.0.4 0 Sx8 = 5.00 rl2 Sx6 = Scale a 1:81.0 I Sx8 STP = 20 19 10 17 `' 16 14 13 1.Sx8 STP = 3x8 = 2x4 it 3X4 = 4x6 = 3x4 = 3xB = 4x6 = 3x4 = 2x4 II 3x8 = 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/rP12014 CSI. TC 0.90 BC 0.95 WS 0.40 Matrix-SH DEFL. in (loc) I/dell L/d Vert(LL) 0.30 17 >999 240 Ven(CT)-0.5517-19 >969 ISO Horz(CT) 0.21 11 n/a TVA PLATES GRIP MT20 244/190 Weight: 243 lb FT = 20% 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 WEBS 1 Row at midpt 5-17. 6-16, 8-16 REACTIONS. (Ib(slze) 2=1700(0-8-0, 11=1700/0-8-0 Max Horz 2=116(LC 16) Max Uplift 2=-432(LC 12). 11=-432(LC 13) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3— 3545/2254, 3.5= 3039/1969, 5.6=-2461/1649, 6-7-2219/1594, 7-8=-2461/1649, 8-10=-3039/1969, 10-11=-3545/2255 BOT CHORD 2-20=-1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16.17=-1097/2218, 14.16-1507/2751, 13-14— 1873/3179, 11.13— 1873/3179 WEBS 3.20=0/259, 3-19=-497/485, 5-19=-182/403, 5-17_ 707/576, 6-17=328/594, 7-1fi=-319/584, 8.16=-706/575, 8.14=-182/402, 10-14-497/486, 10.13-0/259 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15f1; Cat. 11; Exp C: Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exterior(2) 5-0-0 to 45.8.0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=432, 11=432. Thomas A. Albani PE No.39390 MiTak USA, Ina. FL Con UU OU Parka Eau Blvd. Tampa FL 33910 Oats: January 23,2018 Q WARNWG - Vertly dedgn peranaters and READ NOTES ON flea AND INCLUDED WrEK REFERANCE PAGE 11911-7473 rev. 900MOIS BEFORE USE WOW valid for use only wtm Mliek® connectors. Ols deslgl Is bred only upon parameters down. and Is for on tnolNdral txsadtrng component. not a Was system. Before use. the building deslgnet Insist vestry the appllcatAlty of design paanelers and properly ancotpaale this design Into The overall building design, Bracing Indicated Is to prevent buckling of Individual trim web and/or chord members only. Addilkxnd temporary and pennci nenl Lxar_trng WOW Is always te"od for stabally and to prevent collapse wllh p ossale personal k*xy and property damage. For gonard guidance regarding Ono fabrication, storage, delivery. erection end bxocing of trusses and truss systems, W0ANSI/fPl1 Comity Criteria. OSS-89 and OCSI auOding Component 6904 Parke East Blvd. Salary Intormarton avtldlo from Irsm Plate InstlMo. 218 N. Lee Sheet. Sslle 312. Alexandria VA 22314. Tanya. FL 33610 Job Truss Truss Type Oty Ply T13026349 W PO227 A08 Hip 2 1 IWPO227JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MrTek Industries, Inc. Tue Jan 23 07:22:25 2018 Page 1 I0:4xtZSyOSpnperCOHML 1 Og 1 zP836•CBFy21LoGFf Edx7YgSVt4iCu6GfMSITGw8HGg8zsY9i a•0•p 6-11.14 13-8.14 21.00_ j:L 0 30.11.2 37.8-2 44.8.0 45.8-p 6.11.14 6-t3.0 7-3.2 2-e•0 7-3-2 8.9.0 ' B•11-14 {-0-b 6.00 12 Sx8 = Sx6 = Scale - 1:81.0 1.Sx8STP= 16 17 , v `1 15 14 — 12 11 1.Sx8STP= 3xa = 2x4 11 3x4 = 4x6 = 3x4 = 3xa = 4xB = 3x4 = 2x4 It 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.91 BC 0.94 WB 0.58 Matrix-SH OEFL in (loc) Well Ud Vert(L-) 0.31 15-17 >999 240 Vert(CT) -0.59 15-17 >899 180 Horz(CT) 0.21 9 n/a We PLATES GRIP MT20 244/190 Weight: 252 lb FT = 20% 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 20 SP No.3 WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (lb/size) 2=1700/0-8-0, 9=1700/0.8.0 Max Horz 2=128(LC 12) Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/2278, 3-4=-2980/1943, 4-5— 2288/1570, 5-6=-2046/1531, 6-7=-2291/1572, 7-8=-2979/1943, 8-9=-3552/2278 BOT CHORD 2.18=-1989/3185, 17-18=-1989/3185, 15.17=-1511/2704, 14-15=-982/2042, 12-14— 1486Q703, 11-12— 1896/3186, 9-11-1896/3186 WEBS 3.18=0/275, 3-17=-556/527, 4-17=-161/459, 4-15=-844/669, 5-15=-372/594, 6.14-362/590, 7-14=-840/666, 7-12=-160/456, 8.12-557/528, 8-11=01276 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; BC0L=3.0psl; h=15ft; 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) 6-0-0 to 45-8-0 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=446, 9=446. Thomas A. Albani PE No.36380 MITek USA, Inc. FL Cart NU M Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 Ak WARNdIG - Valy dulpn panrtaters and READ NGTES ON INIS AND WCLUDED AUTEK REFERANCE PAGE N1167477 rev. IdW/1016 BEFORE USE DWW valid for use prey vAm Ml leke connectors. mbs dosign is bcmef oruy u ry3n pxnametem mown, and Is tot an miff cease tAddk* component. no, a trim syslotn. Bofote use. Iho building doslgnot must verity Iho aglpxkatAlty of deslpn parameters and ptofecly klcopotate this design Into the overall bx9dinlg design. Bracing Indicated Is to buckling of Individual trim wob and/or chord mmnbors only. AdUllonal lempotary and permanent lroclrlg MOW provont isalways rectuIted lot stability and to prevent collapse with possible p efsonal tyury and proMny da o2o. for general guidance rogarding he 6904 Parke East Blvd fabrlcallm storage, delivery. erection and bracing of tames and trim system& seeMSVWI I Quality Crltanla, DS&-a9 and aCSI aunditrtg Component Tamp". FL 33610 Salary InformationavallabllefromInmRateh1dlMe. 218 N. Leo Sheet. Site 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T13026350 W PO227 A09 Common 7 I IWPO227JobReference (optional) Builders FustSource, Tampa, Plant City. Flonaa 33555 s.1 au 5 aep 1 a 2u 1 / MI I uK Inuumitab, 1M. 1 UV j-1 Ca V /.CC.GI cV l o rays 1 ID:4xi2SyQSpnperCOHMLI Og 1 zP836.SZNISRN3osvysFSwytXL971Dd4OOweJYNSmNkOzsY9g 15.7.6 224 - 0 29.0.10 36.8.10 44.8.0 a87•7-15 6 7.11-a0• 77.1111B 16 8.10 .. Sx6 = 5. 00 12 2x4 II 44 = 3x8 = 3x4 = 2x4 11 3x4 = 4x6 = Scale = 1:75.0 1 Ig 7. 11.6 7. 11-6 1S7. 6 ZL•4•U zt1-u-1V x- 1W 7. 7.15 641-10 6.8.10 7-7.15 7.11.6 Plate Offsets (X Y)-- j4:o-3-0•EdgeL18-a3-o Edget 14:a2-6 aa01 116:0-2-6 0-0.01 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) 0.32 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ven(CT) -0.51 15-17 >999 ISO BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 234 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1. 4.8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 14- 16: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1700/0.8.0, 10=1700/0.8.0 Max Horz 2=135(LC 12) Max Uplift 2=-454(LC 12), 10=-454(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pudins. BOT CHORD Rigid telling directly applied or 3-9-13 oc bracing. WEBS 1 Row at midpt 6.15, 7-15, 9-13, 5-15, 3-17 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2527, 3-5=-2815/2123, 5-6=-2170/1814, 6-7=-2170/1814, 7-9=-2815/2123, 9. 10=•3530/2527 BOT CHORD 2.18=-2119/3164, 17-18=-2119/3164, 15.17=-1613/2524, 13.15=-1619/2524, 12- 13- 211=164, I0.12- 2113/3164 WEBS 6-15=-943/1286, 7-15=-8401755, 7-13=-202/492, 9-13=-713/634, 9-12=0/330, 5. 15=-840/755,5.17= 202/492,3-17=-713/634,3-18=0/330 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opst; h=15h; Cat. If-. Exp C; Encl., GCpi= O.18: MW FRS (envelope) and C-C Comer(3) -1.0-0 to 50-0. Exterfor(2) 5-0.0 to 22.4-0. Comer(3) 22.4-0 to 28-4-0 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 gdp DOL=1.60 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, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2= 454, 10=454. Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cad 6634 SM Parka East Blvd. Tampa FL 33610 Oat#. January 23,2018 Q WARNWO. Vady design pansmetere and READ NOTES ON DO AND INCLUDED AMM REFERANCE PACE A074" reV. 1441 MIS BEFORE USE. Design valid for use only vAOn Ml lek®conneclors. INS design 6 txned only upon paamole" shown. and Is for at Individual bultlIng component. not a Inrss syslwn. before use, the bxodng design, must verify the applkxsbalty of design patamelers and tmopody Incogwsale it* design Into the ovaratl building design. Bracing Indicated Is to prevent bucldtng of kv*AdLKd tnrss web and/of chord members only. Additional temporary and permanent bracing Welk' Is always toothed la stability and to prevent co lgsse with possible pesonar Inaay and poperly damage. Fox genoral guidance tegading the fabrication, storage. delivery. erection and bracing of hisses and truss systems, socANSIRPI I Quality Criteria. OSS-89 and SCSI SuOdIng Component 6904 Parka East Blvd. Safety Information available from trim Hate InstiMe. 218 H. Lee Sireel. Sulle 312. AloxaLdda. VA 22314. Tampa. FL 3WI0 Job Truss Truss Type Qry Ply Tt3026351 WPO227 A010 Roof Special 1 IWPO2271 C.... Job Reference (optional) G nA17 \I:TnL InA..e.1,in,. - T„n 1.."A7-nn VI14Afa Pane 1 Eswider5 rrr5tSource, rarnpa, rram%,ny, rvWW6 oauvv -.11 ,,, ...,...ate ., ti. n.. ID:4xiZSyQSpnperCOHML 1 Og 1 zP836-ZtXOWeCH5Z8xA54E7xH3bAjsUOIgeCSV9GNeEgzsY9u 1.0•12.8.0 14.4.0 209.15 27.2.139B•10 4d•&0 8• 0 5-3 8 7-4-8 1-8 0 6•5 15 8.4.3 6 5 15 5.10 10 S1.6 N. Scale - 1:78.8 6x8 5.00 FI2 4 WO= 2x4 II Sx8 = 5x8 = 6x8 _ I Ji Sx8 = zu 19 M 17 16 14 13 5x6 = 4x6 — Sx8 — Sx8 = 2x4 11 Sx8 = 2x4 II Sx6= 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 0.82 BC 0.22 WB 0.86 Matrix-SH DEFL. Vert(L-) Ven(CT) Horz(CT) in (loc) Well L/d 0.31 16.17 >999 240 0.52 16.17 >999 180 0.11 11 n/a rVa PLATES GRIP MT20 244/190 Weight: 284 lb FT = 2095 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 1.4: 2x4 SP M 31, 5-7,7.9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-5.6 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 8-14 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 11=1700/0.8.0 Max Horz 2=79(LC 12) Max Uplift 2=402(LC 9). 11— 515(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3686/2686, 3-4=-3437/2465, 4-5=-3801/2723, 5-6=-4027/2771, 6-8=-4026/2770, 8-9=-2980/2234, 9.10— 3251/2290, 10-11=-3643/2596 BOT CHORD 2-20=-2385/3345. 19-20=-1703/2775, 17-19=-2101/3448, 16-17= 2309/3843, 14.16-2309/3843. 13.14=-2301/3297, 11-13=-2301/3297 WEBS 3.20— 353/550, 4-20=-380/502, 4-19=-1469/2251, 5-19=-1973/1408, 5-17-438/816, 6.17= 414/358, 8.14=-1056/681. 9-14-532/904, 10-14-3791486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf-, h=1511: Cat. II; Exp C; Encl.. GCpl=0.18: MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5.1-14, Exterior(2) 5.1-14 to 12-8-0, Comer(3) 12-8-0 to 39-6.10. Exterior(2) 39-6-10 to 45-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 2 and 515 lb uplift at joint 11. Thomas A. Alban PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Oata: January 23,2018 Q wARNWO • Vert/y design paramataro and READ NOTES ON TW AND WCLUDED AUTEK REFERANCE PAGE 11011•7473 rov. IM MIS BEFORE USE DOOM valid nor use orgy vAnt MI ICkG CerrleClors. this design b txaed otdy upon Ixxaneters shown. and B for an individual bsRdi g component. not a tnm system. Before use. the buildng designer must verity the "Icability, of design parameters and properly, fraorpotate ath design Into the overall dig design. Bracing Indicated Is to prevent buckling of Individual trim web and/or chord members only. Additional temporary and ponnalom tracing MiTek Is dways recphed fa slabalty, and to prevent coaorAe with possible personal frraay and property danago. Fa general guidance regarding 8w fabrlcalbn storage, delivery, etectkxr and brctcfrg of flosses and in=systems seeANSVMII Qualify Criteria, OSS-89 and SCSI SuMng Component 6904 Parke East Blvd. Salary Intarmanan avtlktxe from truss Rate Institute. 218 N. too Street. Suite 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oy Ply WP0227 T13026352 WPO227 AOI1 Roof Special 1 i Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 Sx8 = 5.00 F,2 3x4 5z6 = Sx6 = 2x4 11 5 6 6.130 s Sep iS 20i 7 Mi i ex ineusine5, it1G. i ue Jan GO Vr:cc: i5 au io ragas 3crCOHMLI Og I zP836.VF(AxKDXdAOIOPEdFMKXgboHyEIS660ncaskJlzsY9a 3x4 3x6 = 5x8 = Scale a 1:79.4 3x6 = 24 23 22 21 20 t9 18 17 16 15 3xB = 2x4 11 3x4 = 3x6 = 5x8 = 3x4 = 3x4 = 3x8 = ex8 = 3x6 = 5 5 2-3 11.o-g 14.4.0 164.0 /.g Gf r-r a a-u zero- ij TIR2-3 5 9-13 3 4.0 2-0-0 •4• i 11.7 1.8.9 4-2.13 8 1 3 9-0-0 Plate Offsets O.Y)-- 14:0.5-12,0-2-8) 15:0-3-0,0-2-41,(11:0.5.12,0-2.8),(13 0 4-2 0 1.81 20:0 3 8 43-01 LOADING (psf) SPACING- 2.0.0 CST. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.15 13-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >732 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 13 n/a rVa BCOL 10.0 Code FBC2017/TPI2014 Maldx•SH Weight: 240 lb FT = 200b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6.13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=70(LC 16) Max Uplift All uplift 100lb or less at joint(s) 18 except 2=-164(LC 12). 20=-485(LC 9). 13=-275(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=563(LC 23), 20=1760(LC 1), 13=838(LC 24), 18=343(LC 24) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/647, 3.4-315/230, 4-5=-37/304, 5.6=-64/344, 6-7=-538/970, 10.11=-881/677, 11-12=-11781905, 12-13=-1421/1152 BOT CHORD 2-24=-503/759, 23-24=-503(759, 20-22=-741/704, 19-20=-970/875, 18-19-339/881, 16-18-339/881, 15-16-559/1061, 13.15— 944/1261 WEBS 3-23=-573/623, 4-23=-191/356, 4-22=-646/548, 5-22=-274/176, 6-22=-599/912, 6.20=-690/537, 7-20=-944/673, 11-15-234/398, 12-15=-25W473, 11-16=-241/258, 7-19=-774/1192, 10-16-54/267, 8-19-318/278, 10.19-929/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Corner(3) -1-0-0 to 6-2.3, Exterior(2) 5-2-3 to 11.0-0, Comer(3) 11-0-010 14-4.0, Extedor(2) 16.4-0 to 45-8.0 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 five load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except at=lb) 2=164, 20=485, 13=275. Thomas A. Albani PE No.39380 ANTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Otte: January 23, 2018 Q WARNINO • Verily dodgn pamnaters and READ NOTES ON TM AND INCLUDED WTEK REFERANCE PAGE A19-7477 tev. IMM016 BEFORE USE Desllyi valid lot use only wim Ml lek®connectars. Inl9 design 6 based only upon parameters shown. and B for on eldMdttal ix cWV component. trot a hum system. Before Lae. the txAcIng designot mint verity Iho aWicalAity of design paanotors and property lncogxxato this design into the overall building design. erocing truftated Is to Ixovent budding of Individual truss web and/or chord members only Additional lomtwtary and permanent bracing Welk' Is always ieci lted for stability and to prevent colicque with possible personal in uy and property damage. For general gtedalce tegarding the fabrlcafbn, storage. delivery. erection and bracing of misses and hues systems. soeANSVIN I Quality Criteria, DS849 and SCSI building component 6004 Parka East Blvd. Safety IMatnatlon available from that Rate institute. 218 N. Leo Street. StAto 312. Alexauhlo. VA 22314. Tampo. FL 33610 Job Truss Truss Type I Ply T13026353 WP0227 A012 Root Special Girder Oty 1 1I IWPO227JobReference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MI Iex industries, Inc. lue Jan 23 07:22:16 2016 Page 1 I D:41d2SyO5pnperCOHML 1 Og 1 zP836-zSDY9gE90U W W 1 Yppo4rmDpLL?eeGravxrEblr9zsY9r i1 0-0 SSO t 36.0 2,a 6&0 632 8•0 3O3B 2•&6 I 4.3a1/ 1 60 Sx8 = 5.00 12 2x4 11 Sz8 = 5x6 = 5 6 7 5xB = _ Sx8 = Scale a 1:79.4 3x6 = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 1s 3x6 = 2x4 II 3x8 = 3x6 = 3x6 II 4x6 = 2x4 11 3x6 = SSO 1M0-0 12" t"-0 74 o 21.7.2 250-0 2a•2.7 34.312 37•a-0 40d-5 44•e-0 SSO 37-0 360 38-0 332 34.14 32.7 61$ 34.3 2•a•6 4.3.11 1-0-0 Plate Offsets (X,Y)-- f4:0-5 12.0-2-8L [6:0.5-12,0-2-81,111:0-5-12,0 2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.08 17-19 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.19 17-19 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 13 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 234 lb FT = 201% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rlgid ceiling directly applied or 4.4.14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Horz 2=58(LC 27) Max Uplift All uplift 100 lb or less at joint(s) 22 except 2=-243(LC 27). 20=-930(LC 5), 13— 409(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=698(LC 1), 20=2786(LC 1), 13=1083(LC 20), 22=270(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/413, 3-4=-788/381, 4-5=-632/410, 5-6=-632/410, 6-7=-415/360. 7-8= 264/895, 8-10— 219/352, 10-11=-1581/618. 11-12— 1900089. 12-13= 2089/794 BOT CHORD 2-27=-362/1009, 26-27-362/1009, 25-26=-243l743, 23.25=-211/396, 22-23=-310/346, 21-22— 310/346, 20-21— 1657/566, 19-20— 1657/566, 17.19=-504/1138, 16-17-635/1761, 15-16=-66611852, 13-15-666/1852 WEBS 3.26=- 380/169, 4-26=-65/274, 6-25-178/660, 6-23=-553/165, 7-23-147/573. 7.21=-1002/ 345, 8-21-277/1010, 8-20-2629/931, 11.16-104/372, 8-19=-628/2073, 10.19-168t3/ 730, 10-17=-79/675, 11-17-261/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope); cantilever left and right exposed'. end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except Qt=lb) 2=243, 20= 930, 13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 109 lb up at 25-7.4, 145 lb down and 107 lb up at 27.7.4. 145 lb down and 107 lb up at 29-7-4. 145 lb down and 107 lb up at 31-7-4, 145 lb down and 107 lb up at 33.7.4, and 145 lb down and 107 lb up at 35-7-4, and 250 lb down and 202 lb up at 37-8-0 on top chord, and 82 lb down at 25-7.4, 81 lb down at 27-7.4, 81 lb down at 29.7.4, 81 lb down at 31.7.4. 81 lb down at 33.7.4, and 81 lb down at 35-7- 4, and 262 lb down and 110 lb up at 37-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Thomas A. Albani PE No.39380 MITak USA, Inc. FL Cart 6634 NU Parka East Blvd. Tampa FL 33610 Oats: January 23, 2018 0 WARNING • Verily deNyn paramNae and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE M0.7473 rev, faC2,2015 BEFORE USE Design vaild for use only with MI lek® Connectors. it& design a based only upol paanoters shown. and Is for an Individual building component. rat a truss system. 6ofore taro, the txBdtrlp doslgnor must verify the applicability of design paanolors and proporiy kncoporate nth design into the overall txBding design. 9racfrlg Indicated Is to Ixavont buckling of trt<ANdual truss web and/of chord members only. Addflional temporary and pormarmt txming M iTek' Is always rectutred to stability, and to prevent collapse wllh rwssUe porsoral k*fy and property damage. For gonorai guidance regarding the k"Ication, storage. doiivory, erection and bracing or trusses and Inns systems. seeANSVM I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information avolp " a from truss Plato institute. 216 N. Lee Street. Suale 312. Alexandria. VA 22314. Tampa• FL 33610 Job Truss Truss Type Oty Ply T13026353 WPO227 A012 Roof Special Girder t t IWPO227JobReference o tional Builders Flrstbource, 18mpa, mans clry, rlonaa siaoo .., ....F ... —. ,.,.,a..... ...a., •----••—__..__..___._ . _e__ ID:4xi2Sy05pnperCOHMLI Og 1 zP836-zSDY9gE90UW W 1 Yppo4rmDpLL?eeGravxrEblr8zsY9r LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.6_ 54, 6-7=-54, 7-11=-54, 11-14=-54, 2-13=-20 Concentrated Loads (Ib) Vert: 11=-153(F)16=-262(F) 28= 109(F)29— 105(F)30=-105(F) 31=-105(F)32=-105(F)33=-105(F)34_ 61(F)35=-58(F)36= 58(F) 37=-58(F) 38=-58(F)39=-58(F) Q WARNWO - Vwfry daafpn paranterera and READ NOTES ON T1f13 AND INCLUDED M17EX REFERANCE PAGE MR-7473 rev. I00MIS BEFORE USE Deagn valid for use" vAlh MI leM connectors. Witsdesign Is based only upon parameters shown. and is tot an Individual building component. not a truss system. Before trio. the building designer must verity the applicability of design parameters and property kncorperato thh design Into the overall AdditionaltemporaryandpermanentbracingA Mbuildingdesign. 9achg indicated Is to prevent bucldlrng of MWudl tnra web and/or chord members only. ITBk• Is always rogtled for stability and to prevent collapse elm possible personal hkry and property danage. For general gtldalco togarding the la rlcolkrn, storage, delivery, erection and bracing of trusses and Mrss systems, sacANSVM I Qudlly Critarle. 039-69 and BCSI BuOding Component 6204 Parke East Bkrd Safety IMormatbn oveadbte Item Inas Rate Institute. 21a N. Lee street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0227 T13026354 W P0227 A013 Hip Girder 1 1I Job Reference o tional Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s SOP 15 2017 Mi f ek inaustries, inc. I ue dam zu 0r:22:17 2016 rage 1 ID:4xitSyOSpnperCOHMLI Og IzP836•RemwMOFn9oeNfiO?MnM?IOtel24Sa6J44uLrObzsY9q 1.0.0 4.3.11 7-0.0 12.8.0 18.4-0 21-0.5 25.4.0 1.0.0 4.3.11 2-8 5 5 8.0 5-8-0 2-8 S 4.3-11 a Sx8 = 2x4 II Sx8 = Scale = 1:44.0 3x4 = - J 3x4 = to - 3x4 = 2x4 11 3x8 = 34 = 2x4 11 3xl2 MT20HS = 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 fncr NO Code FBC2017/rP12014 CSI. TC 0.40 BC 0.37 WS 0.46 Matrix-SH DEFL. Ven(LL) Ven(CT) Horz(CT) in (loc) Udell Ud 0.04 11.13 >999 240 0.0811-13 >999 180 0.01 10 n/a Na PLATES MT20 MT20HS Weight: 122 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ibtsize) 8=44/0-8.0, 2=656/0-8-0, 10=1197/0-8.0 Max Horz 2=53(LC 12) Max Uplift 8=-68(LC 19). 2=-186(LC 4). 10- 313(LC 5) Max Grav 8=73(LC 20), 2=665(LC 19), 10=1197(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1109/272. 3-4=-879/256, 4-5-629/232. 5-6=-629/232, 6-7=-92/492, 7-8=-681313 BOT CHORD 2-14=-223/966, 13.14-2231966, 11-13=-168l797, 10-11=-475/161, 9-10=-271/81, 8-9- 271 /81 WEBS 4-13=-38/262, 5-11=-350/191, 6-11=-351/1203, 6.10---937/294, 7-10=-308/139 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h--1511; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qtdb) 2=186, 10=313. Thomas A. Albani PE No.39300 MIT1k USA, Inc. FL Cart SIU M Parke Eaat Blvd. Tampa FL U610 Oats. January 23,2018 Q WARNING- Verly dealyn parameters and READ NOTES ON THIS AND INCLUDED AHrEX REFERANCE PAGE UN-7473 MV. 10413/1016 BEFORE USE Design valkl rot use only vAns MliekS ConneClors. Ills design Is based only upon paramelen shown. and is rot an indIVIdtral brAding compOnent. not a tntss system Before use. the building doslgnot mint verily the cgxx1cab1lty of design paameten and popony hcapotote M design Into the overall Bracing IndlCated is to buCiding of Indlvldual truss web data/ot chord members only. Additional temporary and permanent bracing M iTek' building design. Prevent Is always tec*hed lot stab011y and to Prevent collgxe wAh possbe personal InW and property damage. For general guidance regarding the fabrication. storage. delivery. erection caxl txacag of trusses and tnrss systems. seeANSVlPl I Quality Cdtada, OSB-69 and 6CSI Qullding component 6004 Parka East Blvd Safety Wormallon ava00ble item Ines Plate Institute. 218 N. Leo Seeet. Suite 312. Alexandria. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type 0ty, Ply WPO227 CJ1 Jack -Open 10 0227T13028355 Reference (optional) Builders FIr6tsource, I amps, Plant Gay, monaa 3Jati6 a. t Aa s oep r o au r r mr r an invuaui.a, maw. r ua 4an ca vi.cc.ci cv i W. ID:4xiZSy05pnperCOHML 1 Og 1 zP836-SZNiSRN3osvysF8wytXL971 PO4ZNveyYNSmNkOtsY9g 1.0.0 1.0.0 1-0-0 1.0.0 Scale = 1:6.5 2x4 = 1.Sx8 STP = Plate Offsets (X,Y)-- 12.0.1-14 0.0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rUa BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3--4YMechanical, 2=125/0-8-0, 4=9/Machanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1). 2=-69(LC 8) Max Grav 3=15(LC 8). 2=125(LC 1). 4=18(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All lorces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10: VUlt=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; 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 DOL=1.60 2) The Fabrication Tolerance at Joint 2 = 09e 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 3.8.0 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 Joints) 3, 2. Thomas A. Alban PE No.39380 MiTsk USA, Inc. FL Cart SSU OU Parka East Blvd. Tampa FL 33810 Data: January 23,2018 Q WARNING - Vadly daNgn parana ff, and READ NOTES ON THIS AND INCLUDED AVFEK REFERANCE PAGE A01409 rev. r=MIS BEFORE USE Design Wkl lot use orgy vAm Mltek® conrwctora. R* design 6 based only upon pdaanetos sbovm. and Is lot an hdlAd ual bnAtltrng component not o hue system. Before use. the building designer must verily the appticdbllty of design Mornetem and property l ncorpaato this design Into the ovorcri building design. Bracing indlcoled Is to prevent buckang of hndMdual buss web and/or chord members orgy. Additional temporary and pertnanernt txactrng MiTek' Is dwoys tegWod tar stability and to pevent cellaine with possible personal Inf W and IxopeN damage. Fa general guidance rogadang the f btk:atlon, slorage, delivery, etectlon arxl bxochng of trusses and hues systamA KK ANSI/1P1I Cuality Criteria. OSb-69 and SCSI building Component 6204 Parka East Blvd. safety Information available from true Plats fruIRule. 218 N. lee Sheet. Stile 312. Aloxandrio. VA 22314. Tampa. FL 3360 Job Truss Truss Type Ory Ply WPO227 T13026356 WPO227 CJ3 Jack -Open 9 1I Job Reference o tronal Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:28 2018 Page 1 ID:4xiZSy05pnperCOHMLI Og 1 zPB36-dmx4gnOhZAI pUOI7Vb2aiLgZ2TuZfCCic6VwGSzsY9f 3.0.0 1.0.0 3.0.0 ' Scale a 1:10.8 3x4 = 1.Sx8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20°L LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0.8-0, 4=26/Machanlcal Max Harz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2— 72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1). 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (fly others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.36380 MITak USA, Inc. FL Cori SOU M Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 ~Nwa - varry dedpin pammetae and READ NOTES ON 17RS AND INCLUDED AUTEK REFERANCE PAGE Ma-7473 rev. I&V312016 BEFORE USE DoMM valid for use only vAlh lvulek®Corvecfors. Ms dosig n S based only upon p aramelers shown. and Is tot an Individual Milks rig component. rat a ntm system. Before tee. IW lx&ft designer must verity the applicability of design parameters and property Incotporato M design into the overall txdc&V design. Bracing Indicated h to prevent btrcaing of IndhAd ab truss web and/or chard members only. Additional temporary and pemsanent tracing MiTek' is apwc" required for stability and to prevent Collapse vAth possible personal"arid property danage. For general guldence regarding the la ricatlon, storage. dellvery. erection cuxd bracing or tnssses and Inns system; seeANSVIP1I Quality Criteria, OS6-89 and SCSI Building Component 6204 Parke East Blvd. Safety Information avallabxe 0otn trim Plalo I nstlMo. 218 N. Lee Street. SUte 312. Alexandria. VA 22314. Tanga. FL 33610 Job Truss Truss Type Qry Ply T13026357 WPO227 CJ3AI Jack -Open 1 1 IWPO227JobReference (optional) Builders FlrstSource, Tampa, Plant City. Fonda 33555 a. t au 5 aeP t a cu r r Mr r era mummer, rrs;. 1 ue ran co ur.cc.co cu w rawa , ID:4xiZSyQ5pnperCOHML 1 Og 1 zP836-dmx4gnOhZA1 pUOj 7Vb2aiLgaxTuMICCic6VwGSzsY9f 1.0-s 3.0.0 1.0•s 1.11.11 3xB II 1.54 STP LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ven(LL) 0.00 4-5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa We BCDL 10.0 Code FBC2017/rP12014 Matrix-R LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Machanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3= 43(LC 12) Max Grav, 5=103(LC 1), 3=70(LC 1). 4=52(LC 3) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale a 1:10.8 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 204e Structural wood sheathing directly applied or 3.0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph-, TCDL=4.2pst. BCDL=3.Opsf; h=1Sit; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (envelope) and C-C Comer(3) 0.1-12 to 1-0-5. Extedor(2) 1-0-5 to 2.11.4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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) 5, 3. Thomas A. Albani PE No.39360 MITak USA, Inc. FL Cart 6631 6904 Parke Eett Blvd. Tampa FL 33610 Oato: January 23,2018 0 WARN@dG - Vedly dadgn parameters and READ NOTES ON nas AND INCLUDED AI EK REFERANCE PAGE A@7473 rev. Id1041e16 BEFORE USE De*p vales for use orgy with Mllekal contactors. this design Is based orgy ulxM parameters stawn. and Is fa on IndMdual hxAkling component. rat a tnra system. aoforo use. Iho txAdhg de'R0nof must verify the appticabliry, of design pdraraters and ptopody Wotporate his design Into the ovetati bndnlg design. Bracing adlcafed Is to prevent bucaing of Individual Russ web ad/or chard members orgy. Additional temporary and permanent bacln0 MOW Is always coquired tot stab illy and to prevent cdlcpse with possible personal tryuy arxd Ixopetty carnage. For general guidance regalclrq the klviccnkxL storage, delivery. eroctlon and bxud s. oCingoftrussescmustsystemsoeANSI/TPI I Gustily Criteria. OSB-89 and aCSI Bunding Component 6904 Parke East Blvd. Safety Irgormadon available rom bias Plate institute. 21a N. toe Slteet. Suite 312. Alexadda. VA 22314. Tampa. FL 3%10 Job Truss Truss Type Oty Ply Tt3026358 WPO227 CJS Jack -Open 9 1 IWPO227JobReference (optional) Builders F"rStSOUrce, Tampa, Plant City, Flonda 33556 a.I3u s sap 10 zut r Mt r eK insusmes, Inc. r ue dan za ur:zz:zv zu i a rave i ID:4xiZSyOSpnperCOHMLI Og tzP836-SyVTt6OJKUgg5YIJ31apEYNfatBvOeSrgmFUpvzsY9e o 5-0.0 t-o-o 5-0.0 3xB = t.SA STP = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In poc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ven(LL) 0.03 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a IVA BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2= 75(LC 8) Max Grav 3=114(LC 1). 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Scale n 1:16.8 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bradng. NOTES- 1) Wind: ASCE 7.10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; candlever left and right exposed', end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.36360 MITak USA, Inc. FL Cart 6634 6604 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 WARNWQ . Vadly deafyn paramabn and READ NOTES ON THIS AND INCLUDED ARrEK REFERANCE PARE A07473 rev. 10AUMIS BEFORE USE Design valid fa use only wine MI lek®connoclors. Ih5 design Is based only upon parameters shown, and Is fa an I d h4clual building component. not a truss systom. Before use. the bxidng doslgner must verify the applicability of design potanotors and properly hcorpoiale this design Into the ovoid" txidng design. Bracing Indicated Is to prevent buckling or MAdufal toss web and/a crdxd mornbets only. Additional lernporOry and porrnardmt txachg Welk' is always required fa stability and to provent collapse wOh po59101e personal hivay and property damage. For general guidance regarding the fabrication. storago. doMery. erection and bracing of tosses and hues syllarns, seoANSVrPI l Qualify Criseebs, OSS-89 and SCSI SuSmng Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 216 N. Lee Street. Su lle 312. Alexandria. VA 22314. Tanga. FL 33610 Job Truss Truss Type Ply T13026359 WPO227 CJSA Oly Jack -Open i 1 IWPO227JobReference (optional) 8ufldefs Fustsource, l ampa, mant uny, morioB 3aDC6 a• i on o aup 'a cw 1 • 1.u- ..' - . tea.. • •"`• "' one ID:4xIZSyOSpnperCOHML 1 Og 1 zP836.Z83r5SPxSnHXlitVdO52nmwrdHXZ75h?30_1 LLzsY9d 3.0.5 5.0.0 3-0.5 1-11-11 ' 5.00112 3x4 = Smote = 1:16.5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.47 BC 0.30 WB 0.00 Matrix-R DEFL. In Vert(LL) 0.04 Vert(CT) -0.05 Horz(CT) -0.03 loc) Well Ud 4-5 >999 240 4-5 >999 180 3 We rVa PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Grav 5=177(LC 1). 3=122(LC 1), 4=90(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1.5=-137/284 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psI. h=151t: Cat. II; Exp C; Encl., GCpf=0.18; MW FRS (envelope) and C-C Comer(3) 0.1.12 to 3-0.5. Extedor(2) 3-0.5 to 4-11-4 zone, cantllever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL--1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.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) S. 3. Thomas A. Albani PE No19380 MITek USA, Ina FL Cart 6634 6110/ Parka Ent Blvd. Tampa FL 31610 Date: January 23,2018 O MRNWO - Vwfly design pamotera and READ NOTES ON 1NS AND INCLUDED WEK REFERANCE PAGE M944" rev. 10412=16 BEFORE USE. DeaM %pill lot use only vAth Nil lek®conf=k rs. IMs design It bxaed only upon rxaameters shown, and Is for an Indl%ICAraI IXAd ng component, nor a truce system. 0oloro use. the bxedtng doslgnet must vedfy the aWlca4111y of design paaneters and Ixopetty IncoMotato Ihls design Into the overall txdc&ng design. BracN Indicated Is to Wevenl bucidN of individual truss web aril/or chord memlwts only. Additional temporary and permanent bracing M iTek7 Is always tegtlrod lot skiAlly and to prevent collapse vAlh possible personal "and property danago. Fa general guidance fogading the fatxtcallom slotago, dot". aectlon and bnocmg of trusses and tom systems. sooANSVM I Quality Creerla, DSB-69 rind BCSI BuOding Component 6904 Pltke East Blvd. Salety InfameMon ovatic"a from Intro Plato Insdkle. 218 N. Leo Slteot, stlto 312. Alexancida. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13028380 WPO227 EJ7 JACK -OPEN 30 t IWPO227JobReference (optional) Bulders FirstSourCe, Tampa, Plant city. Florlda 33555 V t 3u s bep t 5 zut r Mt ten mousmes, inc. i ue San xi ut:zz:su zui n rage i I0:4xiZSyOSpnperCOHM L 1 Og 1 zP836-Z83r5SPx5nH XiitVdO52nmwkYHSw75h?30_ 1 LL2sY9d 1.0.0 7-0.0 1.0.0 7-0.0 34 = 1.Sx8 STP = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) I/def1 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Ven(LL) 0.13 2-4 594 240 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.18 2-4 431 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 rVe rVa BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2= 85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2.0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Exlerior(2) 5-0-0 to 6-11-4 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 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8.0 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 )olnt(s) 2 except at=1b) 3=102. Thomas A. Albani PE No.39380 MITfrk USA, Inc. FL Cart SOU 6904 Pafka Eat Blvd. Tampa FL 33610 Oats: January 23,2018 0 WARNING - Verily dedpn parameters and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE Ma-7473 rev. I6e3MIS BEFORE USE Design vallid for use only with MI lek® connectors. This design Is based only upon parameters shown. and h for on Individual building component. not a truss system. Before roe, the buildingng designer must verity, the appacaWlty of design pcameters and properly hcorpmalo this design Into the overdo building design. Nacho indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent baChg Welk' Is always requited tot sloblilly, and to prevent Collapse with possible poraoral hoary and properly dunage. For general gulclanco regarding the 6904 Parke Ease Blvd. fabrication. storage, delivery. efeellon and bracing of trusses and Mm systems. soeANSV"4I Quality Cdfada. DS9-419 and SCSI Building Component Tampa, FL 33610SafetyInformationovo0ablefromtrussPlateInstitute. 218 N. Lee Street. Sole 312. Asexancdo. VA 22314. Job Truss Truss Type City Ply T13026361 WPO227 EJ78 Jack -Open 1 1 IWPO227JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 6.130 s Sep 15 201 / MITeK Inaustnes, Inc. I ue Jan 23 urze.31 201 a rage i ID:4ta2SyQ5pnperCOHML10glzP836.1KdDloQZsSPOLsSiBicHKz$xRhl sYx814kbtnzsY9c 7.0.0 7.0.0 3x8 = 1.5x8 STP = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 1-3 481 240 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.18 1-3 436 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a rVa BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/Size) 1=244/0-8-0, 2=165/Mechanical, 3=79/Mechanical Max Harz 1=I11(LC 12) Max Uplift 1=-53(LC 12), 2=-104(LC 12) Max Grav, 1=244(LC 1). 2=165(LC 1). 3=121(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.8 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.8.6 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.Opsf; h=15ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-4.0 to 6.4-0, Exterior(2) 6.4-010 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (tab) 2=104. Thomas A. Albani PE No.393110 MITek USA, Inc. FL Cart 6934 090/ Parke East Blvd. Tampa FL 33610 08m: January 23,2018 Q WARNWG - VM/7 design perm tws end READ NOTES ON TM AND WCLUDED AVMK REFERANCE PAGE MO.7472 tay. I0O3411115 BEFORE USE Design valid lot use only, vAm Mllake coraneclars. 1rYt design b based only upon parameters shown. and Is lot an aWMdxl tAdd kV component. mt a tries system. Beloro tile. the btadng deslgnet must vorily, Iho applicaNlly of design paaneters and txopetty Incorporale this doslpn Into the overall buNding design. Bldlcing Indicatod Is to prevent buckll g or individual truss web ad/or chord members only. Addliorxl tomporay and permanont txocb i MiTek' is always required rot stability and to prevent collapse wilh possUe personal tr>fIry and ptopW V damago. Fot genetal guidance regadng the k0ricalbn, storage. dk.4Nery. orectlon dxd bracing or trusses and Inns systems, seeANS111PI I Quality Criteria, OSS-89 and &CSI Building Component 6904 Parke East Blvd. Safety information avclk"o from hugs Rate truaMe. 218 N. Lee Streot. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ply WPO227 T13026362 WPO227 H1 Roof Special Girder 10tyt 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:32 2018 Page 1 ID-4xi2Sy05pnperCOHML 1 Og 1 zP836-VXAbW SRBdPXFy01 ukR 7W sB?3P56ibrblXjTBPEzsY9b 4.3.11 7-a0 12.8.0 18.4.0 2:4.0 25.4.0 1•a0 4.3.11 2.8.5 58-0 5.8.0 2-a0 Sao song Stale a 1.45.0 4x6 = 5x8 = Sx6 = 4 16 17 5 18 t9 6 4x12 = O A 11 2x4 II 3x8 = 3x4 = 6k8 = 2x4 II 3x4 = 2x4 II LOADING ( psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 SCOL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TP12014 CSI. TC 0.97 BC 0.70 WB 0.68 Matrix- SH DEFL. in (loc) Well Ud Ven( LL) -0.08 12-14 >999 240 Vert( CT) -0.18 12.14 >999 180 Horz( CT) 0.05 11 rVa n/a PLATES GRIP MT20 244/190 Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4.6 oc pudins, BOT CHORD 2x4 SP No.2 except end venicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row atmidpt 5-11 REACTIONS. ( Ib/size) 9=-153/0.8-0, 2=1118/0-8-0, 11=2708/0-8.0 Max Horz 2=103(LC 26) Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11=-940(LC 5) Max Grav 9=153(LC 8), 2=1126(LC 19), 11=2708(LC 1) FORCES. Qb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2182J730, 3-4=-2027l706, 4-5=-1869/670, 5-8 312/919, 6-7=-338/983 BOT CHORD 2-15=-682/1938, 14-15= 682/1938, 12.14= 518/1450, 11.12=-518/1450, 10.11=-788/274, 9- 10=-785/275 WEBS 4-14=0/421, 5-14— 184/491, 5-12=0/501, 5-11=-2653/928, 6-11=-815/412, 7-9=-288/867 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=1 Sit; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL--1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 9= 273, 2=379, 11=940. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7. 0-0. 105 lb down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0.12, 105 lb down and 107 lb up at 12-8.0, 105 lb down and 107 lb up at 14-3-4, and 105 lb down and 107 lb up at 16-3-4, and 200 lb down and 202 lb up at 18-4-0 on top chord, and 320 lb down and 109 lb up at 7-0-0, 81 lb down at 9.0-12, 81 lb down at 11-0-12, 81 lb down at 12-8-0, 81 lb down at 14.3.4, and 81 lb down at 16.3.4, and 320 lb down and 109 lb up at 18.3.4 on bottom chord The design/selection of such connection device( s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4— 54, 4-6=-54, 6.7=-54, 7-8=-54, 2-9=-20 A N Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Can $634 6904 Parka Eaat Blvd. Tampa FL 33610 Oats: January 23,2018 Q WARNIIG - Verily dodpn pereenstare erM READ NOTES ON THIS AND MCLUDED AMEX REFERANCE PAGE A07473 rov. 1416 11S BEFORE USE. Deslgl valkl la use only vAth Po01eke Conneclors. this design is based only upon parameters Mown, and Is for an InclMdual building component. not a tniss system. Before use, the Wilding dosignor must vedly the applk:abltty of design paiarnelets and rroperly kncorporato this design Into the over..' txLding design. Bracing indicated Is to prevent buc'ding of Individual miss wob and/or chord memben only. Addlllchal lempotary and permanent txocing MiTek' Is always required for statAlty and to prevenl Collapse with Possible personal it" and property damage. For general guidance regarding the fabrication. storago. do'Nery. orectlon and tracing of trusses and truss systems, soeANSVfPl I Gualily Criteria, OSS-89 and 11C$1 Sullding Component 69M Parke East BNd safety Information ovallob'e coin Bras Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13026362 WPO227 HI Roof Special Girder 1 I 1 IWPO227JobReference (optional) Builders FirstSouree, Tampa, Plant City, Flonaa 33686 a.l Ju s aep t a zui r rwt 1 etc mausolea, Inc. 1 Ye Jan GJ wi meemOG CV 10 raga c 10:4xi2SyO5pnperCOHM L 1 Og 1 zP836-VXAbW 8RBdPXFy01 ukR7Ws8?3P56ibrblXlT8PEzsY9b LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-153(F) 6=-153(F) 14=-320(F) 12— 58(F) 5=-105(F) 11=-320(F) 16=-105(F) 17=-105(F) 18=-105(F) 19-105(F) 20=-58(F) 21=-58(F) 22=-58(F) 23=-58(F) WARNING • Verify dadyn pea rows and READ NOTES ON THIS AND INCLUDED WYEK REFERANCE PACE NQ7473 mv. 18014016 BEFORE USE OesW valld lot use only vAlh M ilek9 connectors. lids ded(i n is blood only upon Ixaametam storm. and Is for an IndMctual trBWg component. rat a Inm system. Bogota tao, the txddho designer must vedtV Ilia applicalAity or clash pcxaneters and properly Inceipecoto M design Into the overall teocing Indicated b to buCkft of fndIvldual inm web and/or chard members only. Additional lempotary and permanent brackv M iTek' bBdirV design. prevent Is always required ter stalAty and to pfovenl call vAlh p osible personal k*iry and property dainago. For general gtdck nco regarding Ba 6904 Parka East Blvd. lalxleatlon, storage. delivery. erection and txacing of lasses and Inns syslems. soeAN$I/IPI I Quality Criteria. OSS-89 and SCSI building Compon*nl Tampa. FL 33610SafetyIetormatlanavallableDomfrtmRateinstitute. 218 N. Lee Street. Slice 312. Alexarndda. VA 22314. Job Truss Truss Type Oty Ply WP0227 T13026363 WPO227 HJ7I Diagonal Hip Girder 5 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 0.130 S Sep 1B 201 r M11eK inaustries, Inc. i ue,lan za ui:ee-:sa euia rage t ID:4xi2SyO5pnperCOHML 1 Og 1 zP836-zjkzjURgOif5aAc418elPOYNaU W?KOIRINDhygzsY9a 1.5.0 7.0.8 9.10.1 r 1-5-0 7-0-8 2.9 9 Scale =1:20.6 2x4 \\ LOAOING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 SCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.43 BC 0.44 WS 0.17 Matrix-SH DEFL. in Ven(LL) -0.05 Ven(CT) -0.11 Horz(CT) 0.01 loc) I/dell Ud 2-7 >999 240 2-7 >999 180 5 n/a rva PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2a45/0.10-15, 5=400/Mechanical Max Horz 2=131(LC 4) Max Uplift 4_ 35(LC 22), 2= 145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-59W161 BOT CHORD 2-7=-206/527, 6.7_ 206/527 WEBS 3.7=0/359, 3.6= 69W72 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst. BCDL=3.Opsf; h=151t; Cat. 11; Exp Q Encl., GCpl-0.l S: 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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsi 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=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1.4.15. 68 lb down and 85 lb up at 1.4-15, 25 lb down and 38 lb up at 4.2-15, 25 lb down and 38 lb up at 4-2-15. and 50 lb down and 87 lb up at 7.0.14. and 50 lb down and 87 lb up at 7.0.14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 Ib down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=-75(F=-38, 8— 38) 7_ 36(F=-18, B=-18) 8=44(F=22, B=22) Thomas A. Albani PE No.30360 MiTak USA, Inc. FL Cart 66U nU Parka East Blvd. Tampa FL 33610 Oats: January 23,2018 msvG • valry design parameter. end READ NOTES ON 1Nf3 ANO INCLUDED WINK REFERANCE PAGE A0102 rev. 1603MIS BEFORE USE Design valld for use only vAar Ml lek®eonnectors. This design Is based only upon pucffretets shown. anal Is for on individual btBUIng component. not a truss system. Before too. the IxDAng de-Jonar must verity the appncabalty of design pararnelers and properly Incorporate this dosign Into the overall building design. ®acing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary andpermanent bracing 1 LAM k• provant 6 always required for stability and to prevent collapse with possible personal Inky and property damage. for general gsldQtce regarding 1ho iTe 6904 Parke East Bind. fabrication. storago. dallvery. erection and bracing of trusses and truss systom3. weANSUrPI I Quality Criteria, OS949 and SCSI BuBding Component Tampa. FL 33610SafetyInlormatlonovdaabxefromtrussPlateInsafrAe. 218 N. Lee Street. Sullo 312. Alexandria. VA 22314. Job Truss Truss Type Ply WPO227 T13026364 W PO227 V3 Valley 10ty, I1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a. rw s Sep t o zu1 r not t etc industries. inc. i ue dan za uczz:aa ev i a rapde i ID:4bo2SyO5pnperCOHMLIOgIzP836-RvlMwgSS90nyCJBGsr9_xc4chuyE3vha_IyFU6zsY92 3.2.8 3-2.8 2x4 2x4 II Scale a 1:9.5 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a rVa 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=85/3-1-14,3=85M-1-14 Max Horz 1=43(LC 9) Max Uplift 1=-23(LC 12), 3=-31(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. Rigld telling 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=3.0psf; h=151t; 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) The Fabrication Tolerance at joint 1 = 0916, joint 2 = 09t, joint 3 = 095 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed lot 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 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.30360 MiTek USA, Inc. FL Cart 6634 OU Parke East Blvd. Tampa FL $3610 Date: January 23,2018 WARNIND . Verity design pararnetan and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PACE 1111167473 rev. ra87Rer6 BEFORE USE Design vaild tot use only vAth MI lek® connectors. IM design Is based only upon paromater4 shown, and is tot an Individual irking component. not a firm system. Before use. the to/king designer must verity the apglcarAity of design p asa metefs and properly lncogotato this design Into the overall txldkng design. Bacng Wficatod is to prevent buckling of kxllvklud Inm web and/ot chord members only. Additional temporary and permanent bractrng MiTek' Is always cegnlced tot slrmalry and to prevent collapse with possible personal "and property damage. Fat general guidance tegatrdng the falixicallon, slotoge. delivery. erection and tvacho of trusses arid tnm systems seeANSI/IPI I Quality Crlterla. OS649 and SCSI auamng Component 6204 Parke East Blvd. Safety (nfarmaaon avalabte from Inn Rate Institute. 218 N. Leo Street. Suite 312. Adexandrim VA 22314. Tampa. FL 336te Job Truss Truss Type Oty Ply WP0227 T13026365 WP0227 V5 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:34 2018 Page 1 ID:4xi2SyO5pnperCOHML i Og 1 zP836-RvlMwgSS90nyCJBGsr9_xc4 W Suvd3vha_t yFU6zsYOZ 5.2.8 54.8 ab b 2x4 II 20 - 2x4 II Scale a 1:14.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) n/a We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Ven(CT) n/a rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.2.8 cc punins, BOT CHORD 20 SP No.2 except end venicals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 1=159/5-1-14.3=159/5.1-14 Max Horz 1=81(LC 9) Max Uplift 1=-44(LC 12). 3= 57(LC 12) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-125/261 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., 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) The Fabrication Tolerance at joint 1 = O°o, Joint 2 = 01e, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-&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) 1, 3. Thomas A. Albani PE No.39380 MITak USA, Inc. FL Cart Still 8904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 Q WARNINO - VedlF design PeremMme and READ NOTES ON ndS AND INCLUDED NfIEK REFERANCE PACE Ma•707 sev. 10A13/ IS BEFORE USE Deslon Valld rot use only with M fekO connoctors. it* deslon Is lxced orgy upon paamelets shown, and Is for an Individual building component. not a Inn buildingsystem. Before tao. the building deslgrlor must verify, the appticabalty of closign paamelers and propery Incorpotate R1fs design Into tho ovetdl btlding design. Bracing Indicated If to prevent budding of Individual tens wob and/or chord membofs only. Additional lempaary and ponnanent txacing WOW S always tequdred lot s"Alty and to proven collapse with possble personal Injury and property damage. For genotal gulckme regaclrlg Ro ftlxlcation, slotago. delivery. erecllon and txcxft of Inures and Inns systems. SoOMSVIPI I Cuanfy CdleAo, DSa.O and SCSI aundft Component 6904 Parke Easl Blvd. Safety traormanon avdk tie Rom Truss Plate Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Symbols 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. 0J/1 dr For 4 x 2 orientation, locate plates 0- 'A,? from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I brocing if indicated. Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 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: ESP-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESP-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MIC MiTek" MIek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing. is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erecflon supervisor, property owner and all other Interested portles. S. 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 of joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber Shall not exceed 19%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 nonstructural consideration and is the responsibilty of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type. size. orientation and location dimensions indicated ore minimum ploting requirements. 12. Lumber used shall be of the species and she. and In oil respects. equal to or better than that specified. 13. Top chords must be sheathed or purfinss provided at spacing Indicated on design. 14. Bottom chords require lateral brocing 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 after truss member or plate without prior approval of an engineer. 17. Install and food vertically unless Indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front, back, words and pictures) before use Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. DEARWG HEIGHT SCHEDULE e e J uu-A-A ss I I I 1 1 i UN 1 1 1 1 IN it 5 0 0 0 0 NOTES: 1) REFER TO HID 91(REGOLMEIOATIONS FOR HANDLING IN5IALLATW. AfA TEMPORARY DMINS ) REFER TO ENGINEERED DRAWINGS FOR FERMANENT DRAMIS REOMRED. 2.) ALL TRUSSES (DLLLDING TRUSSES MDER VALLEY FRAMIJG "' DE OOMPLETELY DEUED OR REFE TO DETAIL VYIS FOR ALTERNATE DRACING REQUIREMENTS ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DUDDER 4.) ALL I5 ARE DESMNED FOR r oc. MAXIMLM SPAM& UNLE55 OTHERWISE NOTED. S) ALL WALLS SHOWN ON PLALElk1JT PLAN ARE UNSIDERED TO DE LOAD DETAI G, LNLE55 OTHERWISE NOTED. G.) 5Y42 TRIJ55E5 MUST DE 06TALLED WITH THE TOP KING UP. 7.) ALL ROOF TRIM HANGERS TO DE SIMPSON HTU2bMILESSOTHERWISENOTED. ALL FLOOR TR10% HANGERS TO DE SUMON TRAM LKESS OTHERWISE NOTED. 6) DEAMMEADERA.INTEL (Tot) TO DE FU04WD DY DULDE . SHOP DRAWING APPROVAL 1115 LAYOUT 1511E 50.E SME FOR FMIEATION OF TOffJES NOVOMS ALL PaYM ARORTEMUL OR OVER IM LAYOUTS REVIEW AM WMAL OJ illi LAYOUT "I DE REOENED DEFORE ANT TRU55E5 m DE em. VEROY ALL faaml$ TO MIRE MOM O MS iIIAT WILL RE9LT PI IXTU ODES iO YOU Iq.. w kbwf /M 1u Builders A FlrstSource Orlando PHONE' 407.851-2100 FAX 407-851.7111 Plant City PHONE, 815.759-5951 FAX: 615-752.1552 L ER: Ashton Woods NMI: 1981 Ophelia T Mu mn". I11151LV• WP0227 nl ti d, RECOU COPY D City -of Sanford •- Building and Fire Prevention Product Approv S g0 cification 1 G SANE 7RD Permit # # 1 8- 1 4 0 2 0 ` FpARI` Project Location Address Form 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.floridabuildinci.orci. 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 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-R1O Other June 2014 Category / Subcategory Manufacturer Product Descri tion Florida Approval # include decimal S. 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 158 10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 4, 3 1/2/2018 Florida Building Code Online Business 8 Professional Regulation dop SCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats a Facts I Publications FBC Staff , BCIS Site Map I Unks I Sear. r Product Approval IUSER: Public User Product Approval Menu > Produtt or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43S17 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. 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 D63S 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 199S TAS 202 1994 Florida Licensed Professional Engineer or Architect fLlSO36 R2 Euuiv /bl Eauivalencv of Standards.odf https://www.floridabuilding.org/pr/pr_app_dti.aspx 1 /3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL A Model, Number or Name 15036.1 I a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 I 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 I c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6 1 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 H (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 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 FLIS036 R2 II (a) 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 1S036.2.ndf 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 it (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (al Eval 1S036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLlS036 R2 It (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (A) Eval 1S036.4.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 FLIS036 R2 It (a) Inst 1S036.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eva11S036.S.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing /. Inswing (X) Configuration Installation Instructions FLIS036 R2 If (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes https://www. 1/2/2018 1S036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVH2:: Yes FLlS036 R2 It (a) Inst iS036.7.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 15036.7 for Design Pressure Ratings, any FLlSO36 R2 AE (a) Eval 1S036.7.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 FLlS036 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 FLlSO36 R2 AE (al Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft 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 FLlS036 R2 II (a) Inst 1S036.9.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 15036.9 for Design Pressure Ratings, any FLlS036 R2 AE (a) Eval iS036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes FLIS036 R2 If (a) Inst 1S036.10.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 15036.10 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 1S036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida is an AA/EEO employer. Coovriaht 2007-2011 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 SS0.487.1395. *Pursuant Section 4SS.275(1), Florida Statutes, effective October 1, 20t2, 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 wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 4SS, F.S., please dick here . Product Approval Accepts: M®IaNffl El M Credit Card Safe https:/Iwww.floridabuilding.org/pr/pr_app.Ad.aspx 3/3 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 Enbrinecrs Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterioror 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 10 # 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.E 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. Gluality 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 11 of 1 Testinq 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 SCi iM Lyndon F. Schmidt, P.E. No 43409 L s90 : STATE OF C O R i pO11815010, N A ',%-- Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/2017 THERMAITRUDOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 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 shag 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 "HVHT' this product is required to be protected with on impact resistant covering that complies with Section 1626 of the F8C. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product Is required to be protected with an impact resistant Covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units stag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal 91 item #39 under active doors meet water infiltration requirements for"HVHP. 8. Inswing configurations and outswing configurations using A items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shag be Installed (in the HVHP( only in non-habltoble areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill fs less than 45 degrees. TABLE OF COMM SHEET fir DESCRIPTION 1 Typical elevations. design premm a general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections S Buck and home a - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Bill of Materials a Components 37.5" MAX. OVERALL WIDTH I Q 0 IU P d a EOSIGNPRESSURE_PS SWING h• i F,R r.= iDIMENSION POSRNEast'NEG/MIVE. INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 4;iC m piz eq UZ 9 d it rp m A64 v U: S_ sac• N.T.S. Iowa at JK ewe. a+: LFS FL-15036.6 n I or 7 41 46 ems'`' EXTERIOR i* oEO!a! 43 r.. 41: F c ti Pi 46 R 9 0 gd INTERIOR1 HORIZONTAL CROSS SECTION Z 36. 0' MAX. DOOR PANEL WIDTH Q J aJ EXTERIOR INTERIOR W o. 4. 1 I' 31 L l--1.48' I I 311 Er e curo n lauTcNmL, ss V In N V Vl p IV O 12 Qo W j— I PANEL ' L 1 A r.• NoMW00000WC0MMN& M'0AKISGs-U7) I. 45 a- am. 02 24 12 z SCA`' N T.S. 11 INCE lE IS e M RA1L 2 VERTICAL CROSS SECTION ova irf. JK m 2 Oa n: LFS ; 2oiGvu' e a a FL— 1.o. 5036. E m a a b 2 Y n 4 4 EMB. (TYP.) C A :C1: fi'2= do G 20 0. = 9313 QtG6iA N •; 8 G $* 40 7 21 INTERIOR m d d 3 3 3 •. o of H EXTERIOR 10 H m 3 HORIZONTAL CROSS SECTION Eg 1-1/4'MIN. 3 Shown w/Ixwb•buek 1-1/4'MW. c EMB. ( rYP.I 4 4 4 EMB. ( IYP.) a D g O.IS O. IS CSINK rCSINK ) ( RYP.I L L I 20 20 ^ R R a 40 m 7 7 INTERIOR INTERIOR Q W ; EXTERIOR EXTERIOR 10 K ° N ^ Z u arc 02 24 12 z 27 40 9 10 g WALL N.T.S. ° L C E owe n: JK m LFS E 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION OPAWW. MO" a 3 outswing shovm •Inswing 3 Outrwinp shown . Urswing FL-15036.6 " 0 5 atso opp ed otso approved sxcn 3 a 7 a EXTERIOR----ff"" INTERIOR 1 VERTICAL CROSS SECTION 4 ouM'Ang shwon - in-ng also approved EXTERIOR-""`f"" INTERIOR 2 VERflCAL CROSS SECTION q Shownw/IXt b'.Xt 3 VERTICAL CROSS SECnON 5 VEIMCAL CROSS SECTION q ouhwing con"rotion 4 OuMntrtg contipurotbn see general.. ,sheet 1 see general n0 es, sheaf 1 for 'HVHtwolerinfiltration for HVHtwaterinfitration requ'vemenls mgt*ements D h MASONRY TYP. HEAD OPENING 3 JAMBS $ L 2X BUCK — 1= d O W BUCK ANCHORING STRIKE JAMB For OP <- IB PSF T L MASONRY — TYP. HEAD — OPENING d JAMBS FRAME 2X BI 1,0 D MASONRY MASONRY TYP. HEAD OPENING 3 OPENING 3 JAMBS 4 FRAME a 2X BUCK Uo 2X BUCK 1 FRAME ANCHORING HINGE JAMB M-7 2X buck construction or OP c- 4 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints. additional concrete anchors may be required to ensure the MAX. ON CENTER` dimension are not exceeded. 3. Concrete anchor table: I 1 wood cvmn ro prevanr Inc spltWp a weed. ANCHOR ANCHOR MIN.: ' MIN.'CLEARANCE MIN. CLEARANCE TYPE SIZE " EMBEDMENT io M io a T . EDGEEDGE ANCHORANCHOR ITW a 2' 4" TAPCON ULTRACON W000 SCREW INSrALLARON NOTES: Mahretn o nWchMn SA1' adpe dMonce. I' end catorwe. R 1' O.C. roockv Of IT RUCK ANCHORING For OP a 4B PSF and DP C. 75 PSF LATCH t DEADBOLTDETAIL FRAME ANCHORING Maso:2X buck COMITUCtion for OP 48 PSF and OP « 7SPSF HINGE DETAIL u: N. T.S. d er JK m' a• LFS ; J111/0 MO.: Q N FL-15036.E n v L or L O tv. MASONRY TYP. HEAD _ ` MASONRY TYP. HEAD OPENING 3 JAMBS OPENING 3 JAMBS ggi34 FRAME FRAME f, L2 — O 255 i VKN tA I X BUCK 1 X BUCK TYP. TYP. SILL — ( SILL — pin pinWW OZ b N STRIKE JAM! FRAME ANCHORING HINGE JAMB FRAME ANCHORING nry 1 X buck Construction 1 k' for OP<k48PSf 28 Ma f%DP 2, 48 PSF and g CONCRETE ANCHOR NOTES: rs OP c- 75 PSf 1. Concrete anchor locof ortt of the Carriers may be oe@usted to malntoln the thin wipe distance to molarjolnts. I4. ConcreteanchorlocotbmnotedosMAX.ONCENTER•muttbeadMtedto 9 Ld maintain the thin, edge distance to mortarlornk oddltbnal concrete anchors HmayberoquYedtoensurethe•MAX. ON CENTER' dltherWon are not exceeded. 3. Concrete ancna robb: G1G 110C 02 i suu• N.T.S. ° 27 owe. or. JK e' ax Of. LFS 3 auwwc ro: e WOOD SCREW INSULIA NO LATCH A OEAOROLT DETAIL HINGE DETAIL FL-15036.6 0 I.Malntoln0minimwnS/radgedktanee.l•enddlsfance.61•ae.tpaClnpof scr 7 a wood screws to prevent the soHNng of wood. — 0 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE 512E EMBEDMENT TO MASONRY TO ADJACENT TYPE EDGE. ANCHOR TIN . T 4• 1•Ur r 4. TA CON Itw am 1•T/r r 1•i/r iAfCONe E Oil; '• ••.`Q. "' pp- o Fes— 2J6' 1111 11 E 8 i chi 19 20 Ib IDE ro m n n -- r z s iI -- 2.2(r T---,.•---.N 31 ES OFe o$ k o E&I 55 T 1R 33 SE DJUSTI G SADDLE E LO W W O b N e C A A 2.w ^ 4 F ` L N Z u att 02 24 12 i WALL N.T.S. IIGN R DAM TNRESNOLO °"4 s'' JK ° ew. ft LFS ; a FL-15036.6 c smm 7 or 7 G STILE BILL Of MATERIALS REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 8 2X BUCK SG >= 0.55 W000 C MAX. I /4"SHIM SPACE W000 D 1 /4" X 2/4' PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING 10 ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE f 1/4' X I-3/4' RW CONCRETE SCREW G 3/16' X 3-1 /4' PFH rtW CONCRETE SCREW STEEL H 1 /4' z 3.1 /4" PFH fTW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4' PFH fTW CONCRETE SCREW STEEL J 1 /4" X 3.3/4' PFH 11Vd CONCRETE SCREW STEEL K q 10 X 7 PfH WOOD SCREW L A8 X 2-1 /2" PFH W000 SCREW 1.1 S MIN. EMBEDMENTI STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP 8 LONG REACH COMPRESSION WEATHER-STRIP CAM 9 4" X 4"HINGE .097" THK. STEEL 10 R 10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES HEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIOE JAMB PINE SG >= 0.42 W000 21 KWIKSET DEADBOLI-SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 OEAOBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN:.125 MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHfy (MIN.) = 6,000 PSI FIBERGLASS 42 TOP RAIL COMP. 43 LATCH R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo. FL 33593 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidellte 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 61h 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-1036.7 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". S. Inswing configurations and outswing configurations using sill items 931 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. ETC-01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. ETC-01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E. TEL-06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 06-10314 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2 Drawing No. Prepared by Signed & Sealed by No. FL 1 036.7 RW Building Consultants, Inc. (CA #9813) e°F SG i„p is Lyndon F. Schmidt,, P.E. 3. Calculations Prepared by 1..•`Gs`•riJS•. T r Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) gym F m:,Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance ACertificateofParticipationissuedbyNationalAccreditationand Management Institute, certifying that Therma Tru Corporation is STATE OF : 4 Lyndon F. Schmidt, P.E. manufacturing products within a quality assurance program that complies o FL PE No. 43409 10/t6/2077withISO/IEC 17020 and Guide 53. Sheet t of t i F .4 U R 1 F';s y SSa.. .. A ` ,, THERMANTRU' DOORS ClassicCraft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 6th Edition (2017) Florida Building Code F8C) structural requirements Including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the'HVHP this product Is required to be protected with an Impact resistant covering that complies with Section 1626 of the F8C. 4. When used in areas outside of the'HVHZ" requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. S. For 2x stud framing construction. anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sir item R39 under active doors and all As used under sidelites meet water infiltration requirements for'tMr. 8. Inswing configurations and outswing configurations using sm Items R31 3 933 under the active door do not meet the water infiltration requirements for the'HVHP. Inswing units shall be Installed (in the'HVHZI only In non -habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edae of canoov or overhono to sill is less than 45 dearees. TABLE OF CONIEtM SHEET/ DESCRIPTION 1 Typical etevatbns, desip pressures 6 general notes 2 Door panel details 3 Sideilte panel details & Glang dotal 4 Horizontal cross sections S Vertical cross sections 6 Vertical cross sections 7 Buck and frame ant . 2X buck masonry construction B Frame anchoring . I X tuck masonry construction 9 Bill of Materials 6 Components 09 j-- 53.13' MAX. OVERALL WIDTH l9 O 0 O SWING i• OVERALL . FRAME-- DIMENSION • DESIGN PRESSURE (PSF) WRHOUiSURFACE _ BOLTS WITH SURFACE BOLTS POSITIVE•' FtIFGATIVE.. POSITIVE NEGATIVE . INSWING s3.13" x 98.0" 47.0 47.0 60,0 60,0 OUTSWING S3.13" x 96.S" 47,0 47,0 60.0 60.0 JK e«. er: LFS FT.-15036.7 xs I or i: a EXTERIOR INTERIOR 1Homzomw CROSS SECTION 360 MAX. F DOOR PANEL WIDTH 4"\ w 0113 4. 11' ri: 7.3(r 1. 4ir m cd C-77117,1P e T- GiLU L L IAT 40 Clnmc 00R PANEL T NOIE w000 DOOR COMPONIM: OAK ISO 0.671 EXTERIOR 42, 11 gill E R odd m zI - EL4 1INTERIOR2-' VERTICAL CROSS SECTION F1 1.% l FL— 15036. 7 rr —2— or J— 13.7 PANI 7. 01 SIOE E NOM WOOD S OM COmPONSM: FINE (SG a-0.411 NOTE. I. Spacing for item N 18 3 #29 (life frame screws) is as follows: from the bottom up on sides: 6.5. with 7) more spaced at 9.88" o.c. there ore (2) screws both top and bottom 2.1 T In from each corner. EXTERIOR INTERIOR DRU MM CROSS SECTION C. f_I Act MIN. SS THK. EXTERIOR I/8' TEMPERED GLASS AIR SPACE I/T TEMPERED GLASS INTERIOR 61 UN IL S Insulated ploy w/ pvc ale frame MIN. SS THK. I/W TEMPERED GLASS AIR SPACE I/W TEMPERED GLASS EXTERIOR 54 1 ` E S Inm Z Sl r. Esos n 0 a.* y INTERIOR 2 VERWAL CROSS SECnON 3 EMB ll- SEE NOTE I li l S S _ yDCA ' rM145020V. W * z 11 INTERIOR 4 ® ® 8 a 4 v 40 7 t: g 9 In INTERIOR a EXTERIOR q o W L z 4 I liS ° ld 20 4 4Slv O.IS 4 •v i R , • MINK 17 $ TYP.I yf EXTERIOR 10 HO gQ 8 C y 10 21 NNu E W I•tl4'MIN. 1 HORIZONTAL CROSS SECTION 61 S HORIZONTAL CROSS SECTION EMB. (TYP.I 4 a hap'provfr ed • S 3 3 S 4 shown wllX wtabucicI o IS d 6 S S S I•I/4'MIN. EMB. (TYP.) n INTERIOR EXTERIOR o.ls C D 12 CYINKs14200.17 NIO. The sideGS R teisdirectsetintoThe20O.IyP I C C M 11 CYINK jamb with 1t21 item SM 108 x 7' CYINK TYP. I PFH wood screw). There are (4) (n'P•I 20 n R u at each vertical Iamb from the N u top down at 13.5. 31•. 48.S o 66• 8 e e S r 7 ac 7 40 7 0 40 INTERIOR s0 M e m=< SEE NOTE I - a SEE NOTE 1 M a z u M 27 11 14 L EXTERIOR 10 K e 0-M 02 24 12 S 40 WALL N.T.S. EXTERIOR INTERIOR 27 q 10 B owo. or JK m E o°c er LFS 3 ORAW04 MD.: 2 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION FL- 15036.7 " 4 Oulswing confiWation 4 lmwing configuallon q AutsvArlg shown • inswing o also approved — 4 a 17O 10E a 4m U19y INTERIOR 1 VERTICAL CROSS SECTION s ':aQ -tea o M KISMIMM/1 on L; till 11 lp • E W N m 6 6Vfdf Ir m g NI n A c, a LFS uroie roe FL-15036.7 V 11 NI — 50 0zSEENOTEI INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 a vshtl n • M-tg 3 VERTICAL CROSS SECTION b Outswing configuration EXTERIOR SEE NOTE 1 C INTERIOR S VERTICAL CROSS SECTION A Outswing configuration SEE NOTE 1 INTERIOR WK EXTERIOR Z VERTICAL CROSS SECTION X,!.j Shown w/Ixsub•buCk IIN f t` md) ll*•tl oaza 22 Z u v o NOTE: 1. Anchors assy thru head and SDI at 4' In from each Corner end. 4 VERTICAL CROSS SECTION 6 UwMng configuration N. T.S. e sr: JK C. n: LFS Inc wo_ FL-15036.7 m SEE DETAIL I R o = 1MASONRY " TYP. HEAD MASONRY TYP. HEAD — S z . $ OPENING & JAMBS a OPENING & JAMBS n ' ' e W M TYP. I V a u: MULLION Let SHOWN FOR L FRAME REFERENCE 1d 2X BUCK ONLY T^ _ _ Az ca O 2X BUCK _ I F TYP. — =$ N SILL v) r s N 1 1 O Y SEE DETAIL 2 RUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 63 m o0 y N N 2 CONCRETE ANCHOR NOTES: 8 N 1. Concrete anchor locations of the comers may be odjusted to maintain the min. M OUTSWING 64 „ edge distance to mortar joints. INSWING 63 e 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to DETAIL I DETAIL 1 maintain the min. edge distance to morfor jdnts, additional concrete anchors Attach surface bolt Attach suAoce bolt 9 may be requ6ed to ensure the MAX. ON CENTER' dimension are not exceeded. stoke plate to home strike pate to frame K 7TT 11 13. Concrete anchor table: M OUTSWING ° S fhb1Mn (Out lg) m sh— (ng) 10 65 66 W ` UL INSWING 64 10 0 _ 27 _ • 2 u° am 02 2a 12 ii ds LATCH & DEADBOLT DETAIL 63 sexc N.T.S. r 63 °w°. n: JK m° F HINGE DETAIL DETAIL 2 DETAIL 2 u°K an LFS ; WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach surface bollNe• 1. Maintain a minimum 5/6• edge distance, 1' end distance. & 1"o.c. spacing of Stoke pate of the threshold stoke pate at the threshold FL-15036.7 wood screws to prevent the spfi ing of wood. lots gl (Inswing) slca 7 a 9 a ANCHOR ANCHOR • _ MIN.-.. MIN. 9 CLEARANCE MIN. CLEARANCE TYPE 511E • ' EMBEDMENT TO:MASONRY • : i0 ADJACENT: EDGE ANCHOR'' mN a I/a• T•T/• r a" TAPCON ELCO e 1 4• 1.1/d" 1" d" ULTRACON ITw a 3/16" 1.1/d• s• 1.1/r TAPCON MASON OPENIN FRAI, IXI 6 r 4• SEE DETAIL 1 tY 3 TYP. HEAD 3 _ JAMBS JH TYP. QQE E LUCK IN P TYP. I SILL i STRIKE JAMB • ' ' SEE DETAIL 2 CONCRETE ANCHOR NOTES: FRAME ANCHORING 1. Concrete anchor locations at the corners may be ocousted to maintain the min. Masonry 1 X buck construction edge distance to mortar Joints. 2. Concrete anchor locotbm noted os MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar Jahtts. additional concrete anchor may be required to ensure the MAX. ON CENTER' dimanston are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.: MIN: CLEARANCE MIN. CLEARANCE TYPE SIZE.. TO MASONRY TO ADJACENT. EMBEDMENT EDGE ANCHOR ITW TAPGON a I/4' 1-1/4- r 4' fTW iAPCONe 3/1C 1.1/P r 1.1/r W. aL.C-I M—LLAIIVIV 1'IVIG: 1. Molntoln a mhlhrttrn SN edge dislonce. 1' end alliance. s I' o.c. spacing of wood screws to prevent the spitting of wood. HINGE JAMB LATCH B DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to borne as shown (Ouhv t0) 65 66 63 DETAIL 2 Attach ssrfac0 bolt stoke plate of the threshod Ouhw ) HINGE DETAIL 63 64 DETAIL 1 Attach surface bolt shlke plate to (tame as shown (trts+Mg) 64 63 DETAIL 2 Attach Surface bolt stoke plate of the threshold Iw gl gg IN I— N T.S. F: m. F'L-15036.7 n 8 or 9 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEMI DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LITE FRAME (SMC) SMC B 2X BUCK SG >- 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1/4"SHIM SPACE WOOD 25 SIUCONE CAULK SILICONE D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP UTE FRAME PVC PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEAD80LT PLATE STEEL F I 1/47 X 1-3/4" ITW CONCRETE SCREW STEEL 29 118.10 X 1-1/2" PLASCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J I /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K R10 X 2 PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L 8 X 2-1 /2 PFH WOOD SCREW 1.1 S' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR . SEE DOOR PANEL DETAIL SHEET FOR DETAILS M M8 X 7 PFH WOOD SCREW STEEL 41 DOOR SKIN; .125' MIN. THK. FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHMIN.) - 6= PSI FIBERGLASS N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4" HINGE .097" THK. TE 44 HINGE STILE WOOD 10 Y 10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 45 BOTTOM RAIL COMP. 1 I 3/8" X 3/8 QUARTER ROUND ANGER JOINTED PINE WOOD 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDEUTE PANEL - SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDEUTE TOP & BOTTOM RAIL COMP. 16 OUTSWING SIDELIfE SPACER PVC 52 SIDEUTE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1 /2 SURFACE BOLT SPACER STEEL 18 116.18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT R454 8.0r L. X .2S THK. STEEL STEEL 19 HEADER JAMB (PINEI SG >= 0.42 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 13/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEA08OLT - SIGNATURE SERIES 780 STEEL 64 N 10 X 2-1 /2' PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 66 3/16' X 2-3/4" PFH ITW/ CONCRETE SCREW STEEL 4.56' -1 67 3/16" X 33/4" PFH fTW CONCRETE SCREW STEEL 2.17 —1 r 1 1 o I-- 2a6' --I I T f O WIN 1"UTE Id spow F 2.14' 69• o IS INSWING SIDEUTE spacer CUP ME 26 PVC i: f TKO ep U N , 4 gge= Jn Ul Fes— 2.20" --1 Sl BUMP fACE iNRESH ID W IROf11F SS Elf A STING SADD TNREHOID t-02 24 12 M N.LS. n: JK er• LFS Xm III FL-15038.7 n 9 of 9 R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building IndustryB ( ti P.O. Box 230 Valrico. FL 33595 Phone 913.659.9197 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 Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I of the Slate of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. 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 8 RW Inc. (CA #9813) Lyndon F. Schmidt, P.E. I.* PreparedtbvConsultanls, 3. Calt:ullions i ` Signed &SeaSealed by Anchoring RW Building Consultants, Inc. (CA #9813) S49sFe L f_•N c ;; • o, vndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. t_o 43409'' c 4. Quality Assurance; Certificate of Participation issued b National Accreditation and Mana eme0tPY9 a Institute, certifying that Therma Tru Corporation is manufacturing products r -0 : : Id1 b Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and P :• STC,T E :)'r FL PE No. 43409 Guide53. 0• N e 10/1612017 ij Q : Sheet 1 oft o0rSectCmrtc 4 0, THERMANTRUDOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th motion (2017) Florldo Building Code FBC) structural requirements including the'Migh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shad be as listed and spaced as shown on details. Anchor embedment to base material shad be beyond wad 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 imr requiring wind borne debdt protection this product is required to be protected with an impact resistant covering that compiles with FBC Sections 1609.1.2 6 R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units shad be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Oulswing configurations using coastal sill item R39 under active doors and all sms used under sidedtes meet water infiltration requirements for •HVHr. 8. Inswing configurations and outswing configurations using sill items 031 tw R33 under the active door do not meet the water infiltration requirements for the-HVHZ-. Inswing units shad be installed (in the HVHZI 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 99 B less than 45 degrees. TABLE OF CONIENIS SHEET B DESCRIP11ON i T ale lions. design pressures b general notes 2 Door pones details 3 Sldeste panel details b Glaft detail 4 Horizontal cross :actions 5 Vertical cross sections 6 V6Mkal cross sections 7 1 Buck and frame anchoring - 2X buck masonry construction 8 Fromm anchoring .1 X tuck masonry construction 9 Bid of Materials 3 Components 68S MAX. OVERALL WIDTH •{ L9 Q x 00 h SWING OVERALL FRAME DIMENSION- DESIGN PRESSURE (PSF) WITHOUTSURFACE BOLTS WITH SURFACE BOLTS POSRIVE NEGATIVE . POSITIVE. NEGATIVE ' INSWING 68.S' x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 68.S' x 96X 47.0 47.0 60.0 60.0 sore N.T.S. awe. fr JK we ec LFS FL-15036.8 M I or 9 NO R e EXTERIOR 43 E o INTERIORin °o IL 1 HORIIOMAL CROSS SECTION 36.0' MAIL 2 Jn DOOR PANEL MOTH J EXTERIOR INTERIOR® 1' 4.1uW a IAW cd e 1 T 42 1 u N N N to O 00 1. 19' I I.4r _ 40 I NE NOMWOOOOOORCOAA WDO: OAK (SG >•OA71 1 0' ..,.•...•.;•+ - 13-l arc 02 24 12 i SCAL N.T.S. u INGE tE 45 9 1L 2 VERTICAL CROSS SECTION owe. a: A m 2 CNe, fr LFS 3 oe,. euc NO:a N FL- 15036.8 0 smw a of O 13.7 PAN 7. D.L SIO E S NOIB WOOD SKIHIIE COMPONEMS: POO (SC+„o.421 NOTE: 1. Spacing for item k I8 & #29 Mite frame screws) is as follows: from the bottom up on sides; A.Y. with 2 (7) more spaced at 9.88' o.c. there are (2) screws both top and bottom 2.13' in from each comer. EXTERIOR INTERIOR IZONTAL CROSS SECTION 9 GLASS SITE J. IHK. %s EXTERIOR APEREO kSS SPACE IPERED ASS INTERIOR I,- r S2 SIDE!!TE LE G6&ZING DETAIL S utoted pinsf w/ P. file forme 1/2" MIN. GLASS THK. TEMPERED GLASS EXTERIOR AIR SP.CF TEMPERED GLASS A Ly A C W7 tp r1 .10 6 LC A ! 5z INTERIOR 2 VERTICAL CROSS SECTION 3 a!3 JK m L OP. LFS ; IWM NO: N FL-15036.8 a` AT or o SEE NOTE I M 14 50 11 INTERIOR o o• L EXTERIOR q • • 20 v 0.15' Z • • — CSINK TYP•I B C 1.1/4•MIN• 1 HORIZONTAL CROSS SECTION 5 EMS. (TYP.) 4 Oufswing sftown • irdwing also approved M S SEE NOTE 1 im OAS, C'SINK In'P•1 INTERIOR U 27 \(g EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 Outswing configuraiion 4 Outswing configuration TE 1 SEE NOTI 1.114-MIN. EMS. (TYP.) INTERIOR SEE NOTE EXTERIOR U V•or A 6 HORIZONTAL CROSS SECTION 4 Shovmw/IXsub•buck NOTE: I. The sidelite Is direct set into the jamb with (12) Item N M INS X 2" PFH wood screw). There are (4) of each vertical jamb from the top down at 13.S-. 31". 48.5' & 66". XTER101 Pf mn Y°1 da V rr Ln JTERIOR 10 I 12 14 U SCALL' N.T.S. 0 orc• W. JK 9 10 aat er: LFS 4 HORIZONTAL CROSS SECTION S HORIZONTAL CROSS SECTION ORAiMNO NO° 4 Inswing con6gluation 4 Inswing configuration FL-15036.8 sNm 4 or9 11 VERTICAL CROSS SECTION S a o sh% - i 62 INTERIOR INTERIOR " EXTERIOR 61 62 2 VERTICAL CROSS SECTION S Shownw/IXsubJamk n n o 11 aZnmN •;t EA f,7 Td c a: JK m I. fr. LFS ; MAO NO -- FL- 15036.8 c a -L or 9 Q WS50TE I INTERIORRIOR 1 VERTICAL CROSS SECTION d ahot oppf= • inswing 3 VERTICAL CROSS SECTION d Outswing configuration 4 EXTERIOR SEE NOTE I C 3_ 1 i 40 9 INTERIOR S VERTICAL CROSS SECTION Q_j Outswing configurotion SEE NOTE 1 INTERIOR WK EXTERIOR 2 VERTICAL CROSS SECTION 6 ShOwnw/IxwDhuck 3 Q;: ` m Z i n off 1 1t %```` U i3 0 2 9Qoa if NOTE: 1. Anchors oss'y Ihru heod and Sill of 4' in from eoch comer end. 4 VERTICAL CROSS SECTION 6 VwMng configuration 2 02 24 12 LL N.T.S. r m JK n k BY. LFS l M4 w ° FL-150J6.8 I1' I. I111 N•s .Z SEE DETAIL i• T i Y . (p m n toL ' ` ^ D TYP. HEAD 6 _ '11'rrI t %` R a= t ut . TYP. HEAD MASONRY JAMBS a a i i OPENING 11 JAMBS{ OPENING c °e r SEE NOTE 1 $ ' dMASONRY f d MULLION FRAME M TYP. oBL d 2X BUCK SHOWN FORtq ci a REFERENCE — O ONLY ci+ O 2X BUCK c ERE F TYP. SILL 1 W N 'o SEE DETAIL 2' a se BUCK ANCHORING STRIKE JAMS FRAME ANCHORING HINGE JAMS Masonry 2X buck construction l 63 ss N N ul O CONCRETE ANCHOR NOTES' — 1. Concrete anchor locations of the comers may be adjusted to maintain the min. 28 64 a z edge distance to mortar joints. M OLITSWING 63 0 n 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to L INSWING DETAIL 1 DETAIL 1 9 2 maintain the min. edge distance to mortar jdnts. additional concrete anchors Attach surface bolt Attach surface ball 12 3 may be required to ensure the MAX. ON CENTER' dimension are not exceeded. strike plate to frame sift plate to frame D i 3. Concrete anchor table: as shown ((:2I.Ang) as shown (Inswing) M OUTSWING 65 66 64 n^k' L INSWING z ° N^ u°. rt.02 24 12 =ir— ir!n 63 HINGE DETAIL M. N KLATCHADEADBOLTDEMII DETAIL 2 DETAIL 2 WOOD SCREW INSTALLATION NOTES: Attach surface boll Attach surface boll MAW" No.• n strike plate at the threshold strike plate at the threshoki FL-15036.81. Maintain a minimum S/8" edge distance, Vend distance. 6 1"o.c. spacing of (Outswingl (Inswing) ° wood screws to prevent the splitting of wood. s«ser L °r I o ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. -CLEARANCE TYPE SIZE: EMBEDMENT. f0 MASONRY . EDGE TO ADJACENT ANCHOR• t 1/4• 1.1/4• 2' 4" TAPCON ElCO 1/4" 1.1/4" 1• 4' ULTRACON LTAp"a3/16•3" PCON a MASONRY OPENING FRAME - 1 X BUCK 1 W IN , 111F I I I I I I I SEE DETAIL i TYP. HEAD 3 JAMBS M TYP• F np SILL i III SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck construction 1. Concrete anchor locations of the cameo may be adjusted to maintain Me min. edge distance to mate Joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar Jo4Ns, odd lional concrete anchors may be required to ensue the MAX. ON CENTER" dkmenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY...-. TO ADJACENT EDGE ANCHOR lm e 1 • 1.1/f' 2' 41 TAPCON I1W TA CONe 3/le 1-1/4* Y 1-1/2• Y UUU 3C-Ilew IN31ALLA11UN NVIU: 1. Maintain a minimum SAW edge distance, I' end distance. A I"o.c. spodng of E810 HINGE JAMB LATCH A DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (OuhvMgl 65 66 63 DETAIL 2 Attach Surface bolt strike plate at the threshold Outswtng) A. It 1*1 111\\\ O m 2 GN •; and e 4 f = s RINGFDETAII 164 63 DETAIL 1 Attach Surface bolt strike pate to frame as shown orw* ngl 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) one• to JK lox Ir LFS FL-15036.8 n _L erg BILL OF MATERIALS REM DESCRIPTION MATERIAL 17EMI DESCRIPTION MATERIAL A 1 X BUCK SG >= O.SS WOOD 23 PLASTIC UP UTE FRAME (SMC) SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1/4" SHIM SPACE WOOD 2S SILICONE CAULK SILICONE D 1 /4' X 2-3/4' PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP ITTE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4"X 1-3/4'ITWCONCRETE SCREW STEEL 29 R8.10X 1-1/2"PLASCREW STEEL I 1 /4' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1/4" X 3-3/4• PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 98 X 2-1/T PFH WOOD SCREW 11.1S' MIN. EMBEDMENT) STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M R8 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 114" X 2-3/,C'PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .12S"MIN. THK, FIBERGLASS BY 1HERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6.000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 42 1 TOP RAIL COMP. 9 4- X C HINGE .097' THK STEEL 43 1 LATCH STILE W000 10 R 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE 11 3/8' X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL 12 10 X 1-3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY 14 1" L. X .04a' DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS STEEL 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER 18 1!6 18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT R454 Off L. X .25' THK. STEEL STEEL 19rKWIKSET EADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE ENO X 1-3/4" L. STEEL 20DE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 OEADBOLT - SIGNATURE SERIES 780 STEEL 64 R 10 X 2-1 /T PFH SCREW STEE22/8THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 66 3/16' X 2-3/4" PFH TTW CONCRETE SCREW STEEL 67 3/1C X 3.3/4" PFH ITW CONCRETE SCREW Ez= N o2. 36 ----1 I9 20 some a 10E 4. 56' 25T 2. 36' I.btf F I1 1I L om S9 11G W A THRESH LD ZS PLASTIC LR LITE FRAME SMC d r 2. 17 16 UTfWI G IDEUTF soccer 2. 14' 1. 6T -y L T T IS NeNGSIDELfTE STEEL 2. V T I_ SI BU CE fRE ! LD L W ROflLE S. 1S -i E, SELF A STING SADDLE REHOLD 2 WALL. N.JK of. ft as Or FL- 15036.8 n - L or-L 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 Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the Stale 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-1'5036.9 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.0 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 Test Standard ASTM D1929-96. ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-0Oa ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) 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. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ` 6; %, Sf Lyndon F. Schmidt, P.E. 4. Quality Assurance 0 F ,.•••••., gi Certificate of Participation issued by National Accreditation and •® :•,lC' E /' ,g{'•. i Management Institute, certifying that Therma Tru Corporation is A ( t •= C:tJJ O manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. fin:• G•i OF y [, Z Lyndon F. Schmidt, P.E. t •, > FL PE No. 43409 Sheet 1 of 1 p ' t `, = yw, 10/16/2017 THERMANTRUDOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is In compliance with the 6th Edflion (2017) Florida Building Code F8C) structural requirements including the "High Velocity Hurricane Zone' (HVH2). 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'HVHP this product Is required to be protected with on Impact resistant covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the'HVHP requiring wind bonne debris protection this product Is required to be protected with on Impact resistant covering that complies with FBC Sections 16M.1.2 d R301.2.1.2. S. For 2x stud framing construction. anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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'HVHP. 8. Inswing configurations and outswing configurations using sill items #31 6 #33 under the active door do not meet the water infiltration requirements for the HVHT. Inswing units sholl 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. TABLE Of CONITtM SHEET # DESCRIRION 1 Typical elevations. design pressures 3 general notes 2 Door panel details 3 Horixontcl Coss sectbm 4 Vertical crass sections 5 Buck anchoring 6 Frame onchoring - 2X buck nwsonry construction 7 Frame anchoring -1 X buck mosorvy construction B Askogol detalls 9 BB of Materials 6 Components V : 01 SWING ' OVERALL FRAME DIMENSION-.. DESIGN•PRESSURE (PSf) •' - WITHOUT SURFACE 00LTS _: _-BOLTS WITH SURFACE' POSITIVE -NEGATIVE POSIflVE NEGATIVE. • INSWING 74.5' x 98.w 47.0 47.0 60.0 60.0 OUTSWING 74.5' x 96.5" 47.0 47.0 60.0 60.0 R 7 4 srus: N.T.S. oM. a. JK n« or LFS FL-15036.9 Cr I or 9 EXTERIOR Z = e 43 1: rh amain i. o INTERIOR 46 R 9 c 1 HORIZONTAL CROSS SECTION ate. m 36.0' MAX. DOOR St PANEL WIDTH EXTERIOR INTERIOR a4.11• cd Y u N e a QQWW O t OF FO K 1.49• LA—M13 IM I I Cluck MEL 13-1 NOTE. WOOODOORCOMfONEIi$:OAKISG!•Gb71 r y..,, 1 4S Z u N •. 63i. 0AM 02 24 12 u WALL N.T.S. ! wHIGE !F 46 O IL 4 VERTICAL CROSS SECTION aa. Irr. JK m zZcwt at.. LFS 3 marux NO: a FL- 15036.9 n d 9W g of o 1 2 1.1/1'MIN.`Ns- EMB. (1YP.1 4 4 : t 3' 20 C A •. ? H' 4'i o Al ROD 8 21 40 7$ gW INTERIOR m m d ate. 3 3 9n Lu 3 • O 17 3 ; EXTERIOR 10 9 10 H 61 E 4 HORIZONTAL CROSS SECTION rd1-1/THIN. 4 S 3 Shpwnw/1XsuDbuck 1.1/1'MW. 3I EMa..I o C 4 4 4 C G f PJ E CSIK M K ] L r RyP ) (nrP.) L v e 20 20 , pp.. N N e .. 2 7 40 1 8 40 7 4 L= INTERIOR 7 INTERIOR ^ u SS e N O C K 10 EXTERIOR 13 EXTERIOR 10 K as 02 2412 i 8 10 9 40 L 27 40 9 10 g swE. N.T.S. ' g E E o o or. JK e aa. w: LfS 3 1 HORIZONTAL CROSS SECTION 2 HORIZOMAL CROSS SEC17ON 3 HORIZONTAL CROSS SECTION oft we NO.: E 3 Oufswing shown •Inswing 3 Oulswing shown . InsvAng 3 Ouhwtng shown • ft Ang FL-15036.9 "- also approved oho approved oho approved a Z INTERIOR 1 VERTICAL CROSS SECTION q ash n-tre ne INTERIOR " EXTERIOR 61 62 2 VERTICAL CROSS SECTION 4 sh&.n w/1 x sub butt iw req i l7 OHIPOO A N •• 1 v A E W I St. JK a. n: LFS w 0 NO: FL-15036.9 Q 4 Ot r 77 r: L MI tv to lot1 TYP. HEAD E m JAMBS I MASONRY OPEN INGNG i ASTRAGAL & SHOWN FOR _ REFERENCEawc m 2X BUCK ONLY G SI o 55 N N p pp LA W W O CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. RUCK ANCHORING edge distance to mortar Joints. a 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to ? maintain the min. edge distance to mortar joints, additional concrete anchors - • may be required to ensure the MAX. ON CENTER" dimension are not exceeded. m _ 3. Concrete anchor table: a-Z am 02 24 12 = sws• N.T S. " Mr. sr. JK m oftV. LFS If quw d No. di" I. aape n rood snows to pevwt"sWre+p of rood. sMR —'Z or E O ANCHOR' ANCHOR MIN.•.. MIN. CLEARANCE MIN. CLEARANCE TYPE 512E EMBEDMENT MASONRY TO ADJACENT ANCHOR ANCHOR 1i1N e T rj Tarr r a• TAPCON ElCO 1/a• 1.1/r 1• r ULTRACON woodwooa scaEw aolEs: 7s I C to SEE DETAIL L I_ ASTRAGAL MASONRY TYP. HEAD OPENING t: JAMBS SHOWN FOR FRAME REFERENCE ONLY O 2X BUCK, SEE DETAIL1 1 TYP. SILL I 1 1 1 1 1 FRAME ANCHORING M-0ryDemlion L` rP ASIRAGAI XMKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comets may be odgUsted to maintain the min. edge distance to monorJoints. 2. Concrete anchor locations noted os MAX. ON CENTER' must be adjusted to maintain the m1n. edge distance to mortorJornts. additional concrete anchors may be required to ensure the MAX. ON CENTER dimension are not exceeded. 3. Concrete anchor table: ANCHOR • ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY ADJACENT ANCHOR EDGE. ITIN a1/ 4• 1.1/4" r 4• TAPCON 111N 3/ 16• I• I/r r TAPCON YYUUU JL. 6CVV 1VQFALLA11Un nVI WM..Rtw rVJULLAO{.JnnyICJ: 1. Maintain a minimum S/8• edge distance. 1"end distance. 6 1' o.c. spocing of wood screws to prevent the spatting of wood. 7ST 1 : 2 OHO • O IN SEE DETAIL irr' •..* ,.` n L •t• — rrr 1 us •• a OMPENING TYP. HEAO — 1. E 3 $ 3 JAMBS iZ „ c ASTRAGAL SHOWN FOR — FRAME REFERENCE — 54 ONLY _ + 2X BUCK F SEE DETAIL SILL W W 1 1 1 1 I I 1 ) g B FRAME ANCHORING HINGE JAMB Moso:2X buck construction Iy" la OP > 48 PSF and OP a 60M 1 K RR o1 1 AL W Z Q F ie n 63 L 64 ° DETAIL I DETAIL 1 sx AllhaaaVsudace bolt Attach astmgaUsLdoce bob - s i es to trome strike plates to haute L HINGE OEMIL _ as shown (Out wklg) as shown (Inswing) 41 63 6S 66 12 L a am 02 2a 12 1 27 Sala N. T.S. 9 63 0 0. sn. JK n DETAIL 2 DETAIL 2 uaL or: _ LFS a Attach surface bdt Attach surface bolt e strike plate at the IMestlold stoke plate at the threshold LATCH A DEADSOLT DETAIL FT.-15036.9 Qltswin6) Msvnel spas - L or -.L 0 Ts I d SEE DETAIL 1 1. MASONRY TYP. HEAD OPENING S JAMBS ASTRAGAL _ SHOWN FOR fRAME REFERENCE ONLY G 1 X BUCK F SEE DETAIL TMP. - r SILL 1 1 I 1 1 1 1 1 FRAME ANCHORING M I X buck construction for OP c- 48 PSF c=i 1 : O e i Y•`` Ic i/ I••'• '\\ J o O O SEE DETAIL r ```\• 7 4Q> e o 1. — rttt •it•it% GMPN_JS - ^ zo OPENING a HEAD ASTRAGAL SHOWN FOR FRAME REFERENCE - u ONLY o m IX BUCK - rn x SEE DETAIL P NP• VIA SILL ASTRAGAL STRIKE JAMB FRAME ANCHORING t rosoray M Mick canstruclbn CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor ocations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to morfarldnk additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. .. MIN. CLEARANCE MIN. CLEARANCE TYPE SQE EMBEDMENT . TO MASONRY i0 ADJACENT EDGE ANCHOR ITIN • 1/4' 1-1/4' 21 4' TAPCON ITw 3/16 1.1/4" 3' TAPCONe wu aa.1cc. ma.n 1. Maintain a mlNmum 5/8'• edge distance. )"end distance. d I• o.c. spacing of wood screws to prevent the spitting of wood. nor OP > 48 PSF and G OP ce 6OPSF 4 67 4 J 63 L 64 DETAIL I DETAIL 1 Attach astrogWadoce bolt Attach astragal/surface bolt shRce pores to frame strtte poe ro homemd, P-1( Outswhtp) as shown Pn a) 63 65 66 64 63 DETAIL 2 OETAII t Attach ARface bolt Attach 9slace ball Mike pate at the ttlresfnold stoke pate as The tfreftld 1O g) (=ng) HINGE JAMB LATCH A DEA0BOLT DETAIL 1. fr: JK L m. LFS we Ma: FL-15036.9 rl -L or -,q i om 1•' of • n •- I'''' I n a1 i N • ; C1 95.25ILmSi a IBM 1es 1438 1`$ y j s z° U1 J IQ IOO 13 TYP.$ c 13 TYP. TYP. 4.r- I 4s 3.2S'' 3 0.7S 1.91• —.1 0.75 ss N N N o M In SEE NOTE 1 3 4 0 5 i 4 {-- 0.13• m . Q M Cp ^ 7 u oeV—Z NOTE: o.TL 02 24 12 = uut N.T.S. i1. THE ASTRAGAL BOLT HAS A W THROW At THE TOP AND mMooW. JK ' THE BOTTOM. 2 ux or. LFS ; 9E MAW" NO.: m a FL-15038.9 a N sHcn JL or _q O V Blll Of MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 W000 B 2X BUCK SG >= 0.55 W000 C MAX. 1 /4' SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ff W CONCRETE SCREW STEEL E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE f I/4" X 1-3/4" fTW CONCRETE SCREW S G 3/16" X 31/4" PFH RVd CONCRETE SCREW STEEL H 1 /4" x 31 /4" PFH RW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4' PFH RW CONCRETE SCREW STEEL J 1 /4" X 33/4"PFH ITW CONCRETE SCREW STEEL K q 10 X 2" PFH W000 SCREW SDK L q8 X 2-1/7' PFH WOOD SCREW I.IS" MIN. EMBEDMENT) STEEL I HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4' HINGE .091" THK. STEEL 10 10 X 3/4" PFH WOOD SCREW HINGE TO FRAME) STEEL 13 10 X 1-1 /2" PANHEAD SKIS STEEL KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL HEADER JAMB PINE SG >= 0.42 W000 SIDE JAMB PINE SG >= 0.42 WOODk2BKWIKSETOEAOBOLT -SIGNATURE SERIES 780 STEM LATCH STRIKE PLATE STEEL DEAOBOLT PLATES• BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 W ftF10YlEL0 SiRE NGTH W (MIN.)-- 6.000 PSI TMERMA-1RU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD d5 BOTTOM RAIL COMP. db POLYURETHANE FOAM 1.9 ILK. DENSITY POLYURETHANE 60 1 /7' SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT g454 8.0" L. X .25' THK. STEEL STEEL 62 1 /4-20 SIJL BOLT W/ 1 /4-20 FEMALE END X 1.3/4" L STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 q 10 X 2-I /2' PFH SCREW STEEL 65 3/16" X 2-1 /4' PFH RW CONCRETE SCREW STEEL 6ti 3/I6" X 2.3/4' PFH TTW CONCRETE SCREW STEEL 67 3/16" X 3.3/4' PFH ffW CONCRETE SCREW STEEL w' c'n i Ic N\7 `. h 19 20 HEAD a SIDE R o a m ro • do d F 2.20 ----1I st L Rot L4 i z463" i wgstoi2 SI UMP G RE NOID W FRF uj d 1 J d' L F 1 r N N u li pQ Z V W W Elf DJ NG ADD IREIO - e Qo 4.Sd 23C = T C o = am 02 24 12 i uxt N.T.S. s TE D M THRESHOLD M. a. JK m CWL e: LFS ; aawc w.: FL-15036.9 0 G aacr 9 m 9 0 b R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Bor 230 Valrico. FL 33595 Phone 913.659.9197 Florida Baud of Professional Engineers Cenifieaie of Amhoriution No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelttes Doors Assemblies Edgerton, OH 43517 Inswing i Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 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". S. Inswing configurations and oulswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67506.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) S iiaaii;5rS;UCs Lyndon F. Schmidt, P.E. 3. Calculations Prepared by v f • c; ;i;'r 9to,, Signed & Sealed by Anchoring RW Building Consuliants, Inc. (CA #9813) e L ':•'(. f! u^ i yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. N 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products "G : Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISOBEC 17020 and S i t^ Q r = 0 Yn o FL PE No. 43409 Guide 53. :< .c'- r E ; '1K* 10/16/2017 Sheet 1 of 1 0i jfI ' BlCY9rt`rtal00. THERMANTRUDOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and Is in compliance with the 61h Edition (2017( Florida Building Code FBC( structural requirements including the'41'igh Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond waft dressing or stucco. 3. When used In the'HVKr 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 "HVHr requiring wind bome debris protection this product Is required to be protected with an impact resistant covering that compiles with FBC Sections 1609.1.2 A. R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswtng configurations using coastal sgl item 039 under active doors and all sgls used under sidelifes meet water infiltration requirements for "HVHP. 8. Inswing configurations and outswing configurations using Al Items #31 & R33 under the active door do not meet the water infiltration requirements for the "HVHZ-. Inswing units shag be installed (in the'HVHn 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 sit is less than 4S degrees. TABLE OF COHNNIS SHEET • DESCRIPTION 1 Typical elevations. design pressums a geneml notes 2 Door panel details 3 Sidegte panel details b Glaring detail 4 Horizontal cross sectkxu 5 Ventral cross sectbnS 6 Vertical Doss sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Astrogal details 10 Bill of Materials 8 Components loss e4A). OVERALL FRAME WIDTH —j O x x x r11 e IU0 Ll OI i Y• y C p '1 o€ t 4 Fri v ] SWING OVERALL = MAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS .. WITH SURFACE - BOLTS POSMVE • NEGATIVE POSITIVE NEGATIVE INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.S" x 96.5" 47.0 47.0 60.0 60.0 A. N.T.S. a• ft JK K. of. LFS AMC NO: FL-15036 10 m I or 12 EXTERIOR 46 ; * : = V # : ZZF1 r 4Z z' Q'tO'' o 44 11 lit INTERIOR cimd a. la. C 1 HORIZONTAL CROSS SECTION 44EEZ3LL36.0' MAX. ' DOOR PANEL MOTH N J EXTERIOR INTERIOR W a 4.1 r ed ad E, L 0 2 u or RAT u mtE .. • . R R 41 a L 1.4Y 10 RaNMEL —T NNOTEWOODo00RCOMPONWM: OAK (SG>" OAY) LJ l_I IJ i CAM 02 24 12 i WALE N.T.S. IHINGEISeoTfOMu2VERTICALCROSSSECTIONON& ffl: JK m 2 naL w: LFS 3 DMAWM NO.: a FL-150.36.10 n DW 3, or 3 Q 13.7S' MAX. PANEL WIDTH 7.17 MAX. D.L.O. WIDTH 1 m M O o y1 O a b0 SIDE NEL NOTE w000 SQaM COmPONDIIS: MINE (SG - 0A21 NOTE: I. Spacing for item fi 18 d #29 (life frame screws) is as follows: From the bottom up on sides: 6.5". with 7) more spaced of 9.88' o.c. there are (2) screws both top and bottom 2.13" In from each comer. EXTERIOR INTERIOR SEE NOTE 1 i HORIZONTAL CROSS SECTION 3 I /T MIN. GLASS THK. EXTERIOR I/8" TEMPERED GLASS FAIR SPACE 1/6' TEMPERED GLASS INTERIOR 8UZING D IL GI .5ftm oossw/ Um Ile home SI IDEf/1E10P fIltaB V #-I Aft 8GLARING DETAIL G I S hnloted GUM w/ pve its frame MIN. SS THK. 1/8' TEMPERED GLASS EXTERIOR AIR SPACE I/8' TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 SQL'.% ,e n 0r0 TspN40 R OWill $N•: Z ec i RI ` 7 d Laro yCp OE n G. at. JK x. or. LFS AMC 00. FL-15036.10 W yi or JA I 6 NI SEE NOTE 1 vv 0 21 J 1 2 4 3 4 O— 17 4 i D 61 alsou ng s ownd - n ng approveS 3 6 6 6 NOTE: 1. The sidelite Is direct set into the jamb with ( 12) item MM (118 X 7 PFH wood screw) There are 14) of each vertical jamb from the top down of 13.5". 31". 48. 5" 6 66". 2 HORIZONTAL CROSS SECTION 4 do..h ipn p eodd - h." INTERIOR EXTERIOR vvv 3 HORIZONTAL CROSS SECTION 4 Outswing configuration OTE I INTERIOR 4 EXTERIOR I. I /P MIN HORIZONTAL CROSS SECTION 4 Sho. w/M sub•buck EXTER101 INTERIOF aN•• 0 Ss 4 HORIZONTAL CROSS SECTION 4 InsvMg configuration N. T.S. w• : A K. By. LFS JAe KO.: FL- 15036.10 a - L or LSL I t st R A 5E H 9 L- — INTERIOR Li 1 VERTICAL CROSS SECTION pig ii fl 3C O 00Y hL 8N •; A V 2 O 2V 2.41 Z 6 3n tn 3 m ALL N.T.S. C. f: JK K. F: Lf5 AWVC NO: FL- 15036.10 50 M ti i SEE NOTE I IEXTERIOR XTERIORT VEIMCAL CROSS SECTION 6 gtoh ng shodd- • Iruwinpatso approve3VEJMCAI CROSS SECTION Q_j Outrmng configuration EXTERIOR SEE NOTE 1 C 1 INTERIOR S VERTICAL CROSS SECTION 6 OutsvAng configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/Ixsubbuclt NOTE: 1. Anchor$ osfy thru head and sal of Pin from each corner end. 4 VERnCAL CROSS SECnON 6 Inswing configuration ti. e. JK a, n: LFS MM M Y0: FL-15036. 10 an or jA t ir TYP. HEAD MASONF MASONRY JAMBS OPENINI OPENING ASTRAGAL AND MULLIONS L FRAI SHOWN FOR 2X BUCK REFERENCE ONLY 6 II Ito 2X8 TUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morfor joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the ton. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR --ANCHOR MIN. ' MIN. CLEARANCE MIN. CLEARANCE TYPE' SIZE • • EMBEDMENT TO MASONRY TO AOAACENT• • EDGE " ANCHOR ITW 1/1" 1.1/4• rTAPCONA ELCO a ULTRA ON ITW • 311C 1-114- r TAFCON WUUV IGNM IMFAL wuuN NUIC1; 1. Maintain a minimum 5/8• edge distance. I -end distance. 6 1•o.C. Spocing of wood screws to prevent the s0tUng of wood. 3' d• SEE DETAIL T TYP. HEAD 6 JAMBS ASTRAGAL SHOWN FOR REFERENCE IE jy) TYP. ONLY ICK N F TYP. SILL I SEE DETAIL I 77 1111 1 rl 3' 1 le ASTRAGAL STRIKE JAMI FUME ANCHORING Masonry 2X buck construction 2 63 0 41 28 113 DETAIL I DETAIL 1 Attach cift? /suntoee boll Attach ast al/sudoce bolt stoke places to hams shOce plaTes to frame CS shown (Ouhwtne) as sfrovrn (4swine) 63 65 66 LS4 27 LATCH & DEAD&OLT DETAIL 63 DETAIL 2 DETAIL Attach surface bolt Attach surface bolt strike pWte of the threshold stoke plate of the threshold Ouhwing) (Inswing) 1 HINGE JAM& HINGE DETAIL It. er. JK re. LFS GWMC MOt FL-15036.10 La MASON OPENIP a St TRAP r Ix r 2 E a d I I• I I I I I I I I 1 1 I SEE DETAIL 1• J tY TYP. HEAD 6 JAMBS ASTRAGAL SHOWN FOR IE M TYP. REFERENCE ONLY UO 3UCK N IF TYP. SILL SEE DEVIL 2 I I I I I I I I I ASTRAGAL STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I x buck comtructlon 1. Concrete anchor locations at the comers may be od usted to maintain the mkt. edge c tone to mortor/dnfs. 2. Concrete anchor'— Ions noted as MAX. ON CENTER' must be ooMted to mdntoln the min. edge distance to mortar Jdnh. oddlllonal concrete anchors 65 66mayberequiredtoensuetheASAK. ON CENTER• dimension are not exceeded. 64 63 3. Concrete anchor table: TOORAIL 2 DETAIL 2 Attach surface boll Attach adoce boll strike plate ( I heth reshold strike plate afutSwlr ipthre$hold ANCHOR ANCHOR MIN. IN. CLEARANCE MIN. CLEARANCE TYPE, '. SIZE' EMBEOMEM i0 MASONRY. •. TO ADJACENT EDGE ANCHOR ' ITW 2' P TAPCON rTW TAPCONe 3/lV 1.1/C rLL1.1/T WOOD SCREW INSTALLATION NOTES: m distance rend distance. 6 I' O.C. SPOCNg OfI. Maintaina mWffw Sff edge wood screws to prevent the splitting of wood. 1 HINGE JAMB 63 p G 64 DETAIL I Attach astrogaUaerfoce bolf strike plates to frame as shown Ugl 28 ` 27 LATCH A DEADBOLT DETAIL HINGE DETAIL Attach ashyao"ace bolt strike plates to tame as shown (Ouhwlhg) e'.e• a': JK FL- 15036.10 rctt ar 10 I 3 SEE NOTE 1a-14- 0.06 I I---wy NOTE: I. THE ASTRAGAL BOLT HAS A X THROW AT THE TOP ANO THE BOTTOM. At • • O' • yy. yp I YNI III /•' J O tl 2 R m R a 301 pp€_ 0: i N o BULL N.T.S owe or. it Elera. wr LFS FL-15036.10 w 9 OF 10 REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 21 KWIKSET DEAOBOLT -SIGNATURE SERIES 180 STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4' SHIM SPACE W000 23 PLASTIC UP LIFE FRAME SMC PVC D 1/4" X 2/4" PFH ELCO CONCRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC UP LITE FRAME PVC PVC f 1 k" X 1.'i/4` rtW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3-1/4' PFH ITW CONCRETE SCREW STEEL 28 OEAOBOLT PLATE STEEL I 1 /4' X 2-I/1" PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR OIA. I.OMM SCREW STEEL J I/1' X 3Jl4' PFH RW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / W000 L q8 X 2-1 /2" PFH WOOD SCREW I.1S MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 118 X 7 PFH W000 SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N I/4' X 2-3/4"PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .125 MIN. THK. FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFY (MIN.(= 6.000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 4d HINGE STILE WOOD 9 4" X 4" HINGE .097" THK. E 45 BOTTOM RAIL COMP. 10 R 10 X 3/4' PFH WOOD SCREW STEEL 46 POLYURERIANE FOAM 1.9 Rx. DENSITY) POLYURETHANE 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE W000 SO SIOELITE PANEL - SEE SIDEUTE PANG. DETAILS SHEET FOR DETAILS 12 11110 X 1-3/4" PFH WOOD SCREW STEEL Si SIDELJIE TOP 3 BOTTOM RAIL COMP. 13 q 10 X I • I /2" PANHEAD SMS STEEL 52 SIDEUTE STILE WOOD 14 1' L X .040' OIA. BRAD TRIM NAIL STEEL 60 I /2" SURFACE BOLT SPACER STEEL 1 S INSWING SIDELRE SPACER PVC 61 WES SURFACE BOLT p454 8.0" L X .2S THK. STEEL STEEL 16 OUTSWING SIDELRE SPACER PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X I,3/4" L. STEEL 17 KWIKSEi PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 R6-IBXl-3/4"PFHSCREW STEEL 64 RlOX2-I/2"PFHSCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3l16' X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2-3/4' PFH ITW CONCRETE SCREW STEEL 67 3116" X 3.3/4"PFH ITW CONCRETE SCREW STEEL mil% N, z 4e E m u f. Rine y IA c$ 55O RR o 4. 56" -- r2. 12' —1 O 220' -- 1 e Q z 1 $$ I j T o 2 3d" I Fes— 4 GT NE 0 IDE OUTS G DELO>c c m 19 20 Jarnh 16 Spot« J1 RU f E iNRESN LO LOW O LE to 2SY—'j 2.15 ^Iz 2.14 2 36" 4. 56' I IF 1.6B F1. 6r -- I dB —1 I S.7S -{ I — ah:02 24 12 1 Lv.,L N.T.S. ° JK m LO. S3" --I I-- s3• t ` 1 a e. LFS ; N I G IDE / LU LDE fRAME a J9HIGH W M ESHOLD 2] PIAsmc f 1f SPam 2d PVC N 00 E FL-15036.10 n 4' cc' BILL Of MATERIALS 1/2/2018 Florida Building Code Online t' :r!'=''-'e. •'• - %•, 1>,;. '' .' :. :2 .•yl,:¢n.S' : i,'„..' -: nd\'-.Sir f10- t• Iy .. . ,,i''=• ,IAir• rr. . ' •"• ,a •i +LIt,{,,' in.'r i,', .'.7. ^+ R . . ' s ..'•`iiss *i 1i. c j_yi:t':• j1_ . BCIS Home Log In I User Reglstration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff BCIS Site Map Links Sear• d b # rGO, product Approval w USER: Public User i nr;soa" Product Approval Menu > Product or Application Search > Aoolication 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 bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Extenor Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Unch, PE 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 x Date Submitted 08/11/2017 Y Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgIH8572gvd Wldku3BmvbCOTFy%2fAGnRwpRX RfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 J Date Approved Florida Building Code Online 10/10/2017 FL * Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00S00E.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 S10807D.Ddf 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x60" NON REINFORCED' Limits of Use Installation Instructions Approved for use in HVHZ: No' FLIS332 R4 11 08-00498E.pjdj 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 SIDBOSD.Odf RATINGS Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S12968C.odf 15332.4, SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM S_GD REINFORCE_ D OX, XO_ , XX 96"x96"; REINFORCED Limits of Use Installation Instructions' Approved for use in HVHZ: No FLIS332 R4 II 08-02249C.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 _ iOther: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512969C.Ddf; RATINGS Created by Independent Third Party_ Yes; REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 li 08-02250C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 1, Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS FLIS332 R4 AE 512970C.odf 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.Ddf RATINGS Created by Independent Third Party: Yes to 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"06'• SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-00S01E.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 51080BD.Ddf 15332.8- SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD X_XX 143"x80" NON - REINFORCED Limits of Use Installation Instructions 1/5/2018 Approved for use in HVHZ: No FLIS332 R4 11 08-OOS02E.Ddf 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 S10809D.Ddf RATINGS Created by Independent Third Party: Yes 1S332.9 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 FLIS332 R4 II 08-OOS03E.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 S10B10D.Ddf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. 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Product Approval Accepts: 0RM —= Credit Card Safe https://floridabuilding.org/pr/pi app dtl.aspx?param=vvGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX 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. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED 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 REOVIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 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 SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANVFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL TOGA. 33KSI OR ALUMINUM 6063-T6 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, PIX. SHEET NO. I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATIO TABLE OF CONTENTS DESCRIPTION DETAILS REVIS04 ccwRwTIDR an PPROYcv ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTINC 10/29/13 R.L. ADDED nANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION GRAILS 06/20/17 R.L. SIGNED: 06,2012017 MI WINDOWS AND DOORS LLC 650 luuurll GRAIZ,MPAK17030REET NJ`Eivs f *- 0,.,662251 : = SERIES 420 SGD 96" X 80" NON —REINFORCED o( r` NOTES TAT€ OF.:` G•• OF• j°10R10P • DRR ; we -10. IILv i"it.... : 08-00498 E Luis R. Lomas P.E. snit aleNTS 02/23/09 1 OF 10 L RMPrO LOADS r.E. 14j: WOODr'ORD RD LEWISVILLE. NC ZM7 34.680.O P rm Q6ten+a7A. wm FL No.: 62$14 6• MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REOUIREO W rMAX 1 O.C.I 6- MAX 17' MAX G.C. to- I O X IAX AGE ICHT 6• MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING s4O.OPSF NONE SEE CNAR/S at AND i2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 Mr x 79• 2. MAXIMUM D.LO.: 44 S19•+ 74 SB• HARDWARE SCHEDULE RAT MOUNTED HANDLE SET (PART a994)4.145) LOCATED 36 314• ON CENTER MGM PANEL METALLIC TANDEM ROLLERS (PART 499.17.E 05) AT EACH ENO OF PANEL BOTTOM RAILS 6- MAX 6rsuaPfaa ADDEO CHARTS REVISED PER NEW TESTw ADDED FLArxE AND AN a.'STALLATt0NS RENSEO varALLAnoN DETAILS REVISED DISTALLAnON DETAILS CHART at WHERE WATER INFALTRAT14V RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET. I Design pressure chart (pso Fralm SMga Palle) aed Total Frwo Width (n) m 30.0 340 4 00 4&0 Cn) 6aoo1 T2oo 00 9aoo Pas Nag Pas Nag Pot N Pos Hog 6a0 40.0 1 55.1 1 40.0 48.2 1 400 1 43.4 1 40.0 40.0 CHART a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design preswre Chan (ps0 Frenn Sk%% Pant and Total Rwu wdth (in) Fava M) 30.0 340 1 420 1 4&0 60.00 7200 94.00 1 96.00 Pas Nog Pos Nog Pas Nog Pas Nog 00 0 SS. f SS.1 48.2 46.21 43.4 43.4 1 40.0 1 40.0 CHART s3 Number oranchor loeatlonsro0uffod Frartn Skgte Panel and Total Framd wiath (i11 Ha9 3Q0 3Q0 420 4a0 N) ti0.0 72 0 84.0 940 HAS Jamb H65 JamO HQS Jamb H65 jamb 80.0 4 S 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. 1 08-00498 NTS — 02/23/09 sNtt>'2 OF 10 L AOaEATO LOMAS P.E 14= WOOAR R0 RD LEWZSvXLE. HC2,w2 43+4111e4ae9 AaonM+anm4aw.o>rrt dAlr rraaD.m 03/05/12 R.L. 10/29/13 R.L. 12/06/13 R.L. 07/30/15 R.L. 06/20/17 1 R.L SIGNED: OW0/2017 TATOFOF OF•:;0R10• dj• ONA11EaG` Luis R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REOUIREO 17' 6 MAX r MAXId _ I O.C. r 6' MAX 17- MAX O.C. MAX FRAME HEIGHT 6- MAX SERIES 4" SGD EXTERX)R VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART B4 FOR NUMBER OF Y40.0PSF NONE LOCATIONS REQUIRED 6' MAX SEE CHARTS /I AND 42 SHEET2 FOR OTHER UN7S RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 4e t4'r 79' MAXIMUM O.LO.: 44 5W x 74 W FLAT MOUNTED HANOLE SET (PART 294.04.t451 LOCATEO 3e 3N-ON CENTER FROM PANEL BOTTOM METALLIC TANOEM ROLLERS (PART a99.17•t 9S) AT EACH ENO OF PANEL aOTrOM RAILS ft%12" asewmA an' A nAoVco ADOEO CHARTS 03/05/11 R.L. REVISED PER NEW TESTING 10/29/13 R.L. Awn FLANGE AND 1YN iNstALLAT10N5 12/06/13 R.L. REVISED INSTALLATION OETAILS 07/30/15 R.L. REVISED INSTALLATION OETNLS 06/20/17 R.L. GNAitT AL NuA1e4a o/4AChOtI a Ubfif,*9uli4d Rome SMgb i4AM Md.? UN WwM (N lao aeo Aso 1 4eo n) Q40 Has IJ4mn 71L0 N6S I Jame M.0 I NLS I J4m0 Ol0 I HLS I J4m0 eao 4 1s s 1 s 1 e s e s MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES A20 SGO 96' X 80` NON —REINFORCED FIN ELEVATION oeAwc a1+c Aa F.A. 08-00498 14zNTS °"'E 02/23/09 —3 OF 10 L INWAFO LDAIAS P.F. 1432 WOODFORD RD Lemsvuc AC 2=2 43440/6ps malurpeAwnA;pu.mm SIGNED: 0&20/2017 1R! iZl04/ii GENSFgiP i 612611 9 TTATFE OF ORtOT: G: IONAL'E x\\ 111111110 Luis R. Lomas P.k. FL No.: 62514 1/2' MIN. EDGE DISTANCE woo0 FRAMING OR 2X BUCK 1 3/8' MIN. EMBEQMENT BY OTHERS MAX. SHIN po WOOD SPACE SCREW EXTERIOR 11 II 11 11 INTERIOR 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FWISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 7- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT po WOOD SCREW MIN. WENT MIN. STANCE WOOD FRAMING OR 2X BUCK BY OTHERS KvMONS omftpr" DATE A"NOV0 ADDED CNARTS 03/05/12 R.L REVISED PER NEW rESTNG 10/29/13 ILL ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REASEO INSTAU.ATKN DETAILS 06/20/17 1 R.L. 1 /4' MAX. SHIM SPACE T INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: OW012017 MI WINDOWS AND DOORS LLC 0%IIIIIIII,/ 650 WEST MARKET GRATZ.PA1170REET 0E S9,9JI 1r• p,,5 x SERIES420SGD96" X 80" NON —REINFORCED FRAME INSTALLATION OETa0.5 STATE 00AW ae N0. Ari 08— O OT448 E v*Sj0NA1tE?x su c NTS oArc 02/23/09 Of 10 Luis R. Lomas P.E. L ROBfAD LEWI taYAncErWSwLLENC:N7J 44V-100 4M M!s!•0609 rrmu p..arn FL No.: 62514 METAL STRuCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2' MIN. EDGE DISTANCE 1/4' MAX. a. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR If 11 II 11 INTERIOR ILL TO BE SET IN 1 BED Of IPPROVEO SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSrALLA70V NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SNOwN FOR CLAR11! 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21/2 T 1/2' Mil EDGE OISTI I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS M I besem rIGN GTE APPROAa A I ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANCE AND AN 1.4SALLATIONS 12/06/13 R.L 0 REMSEO INSTALLATION DETAILS 07/30/15 A.L. E REVISED INSTALLATION DETALS 08/20/17 R L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00498 u'LF NTS 02/23/09 —5 Of 10 L AOSERTOLWuS P.E. I4Y1 w000roao ao LEwKmLE. NC ron aawotos, .mtiseDannv N.eaN SIGNED: OW012077 pENs'9J' 9 ; sTTAAY OF • a' A- FS s ONALIE\` LuI2 R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN. LxseAnaN DATE Amwav o SEPARATION EDGE DISTANCE I A ADDED CHARTS 03/05/12 R.L. a REVISED PER NEW TESTWC 1C/22/13 R.L. e'; C ADDED FLANGE AND RN INSTALLATIONS 12/06/13 R.L. e "• : • 1 1/4' MIN. 4; - EMBEDMENT 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ 1 1/4' MIN. EMBEDMENT E I REMSEO INSTALLATION OEUILS 06/20/17 R.L. MASONRY BY OTHERS l 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK MAX. 1 4 TO BE 1' 9 SHIM SPACE PROPERLY MIN. INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 3/16- TAPCON 1 II 3• r • ° . MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROvEO SEALANT 3/16- TAPCON 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEAAASONRYINSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 6 1 1/4' MIN. NOTES: EMBEDMENT 1. INTERIOR AND EXT FAIOR FINISHES. BY OTHERS. 4 NOT SNOwN FOR CLARITY. 4" , . 2 PENMETER AND JOINT SEALANT BY OTNERS TO BE 4 DESIGNED INACCORDANCE wllhl ASTM E2112 SIGNED: 0612WO17 2 7/8' MIN 1- MIN. MI WINDOWS AND DOORS LLC RI I I` SEPARATION EDGE DISTANCE 650 WEST MARKET STREET Y', i VERTICAL CROSS SECTION CRAT2. PA 17030•,,(( ff\ GENSF 9,P CONCRETF MASONRYWSTALLATiON SERIES 420 0•6p *= EIN96• X 80' NON —REINFORCED FRAME INSTALLATION DETAILS 7'%S-(, 4 TAT Of , : oaa+w: Llrc Na Inv F•F[ORlO• : 08—OOT498 E JSs OkAi1 G` sfwAc DALENTS 02/23/09 6 OF, LROMTOLOMA,SP.E. 1432 WOODFORD ROLEW&ALE NC27o•7 Luis R. LomGs P.E. a11•604" dwals Umu p.— FL No.: 62514 WOOD FRA)AiNC OR 2X BUCK BY OTHERS 10 W000 SCREW 900 FRAMINC OR 2X BUCK BY OTHERS EXTERIOR 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 IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 10 WOOD SCREW 1 3/8' MIN. EMBEDMENT T- 1 /2' MIN. EDGE DISTANCE d10 WOODINTERIORSCREWS SILL TO BE SET IN A BED OF APPROvEO SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8 MIN. EMBEDMENT f 1 /2' MIN. EOCE DISTANCE 1 /4' MAX. SHIM SPACE RLNSIONS D[SCRPIION art APPROVO ADDEO CHARTS 03/OS/12 R.L. REVISED PER NEW TESTING W/29/13 R.L. ADDED FLANGE AND FLr INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETAILS 07/30/ 1 b R.L REVISEO INSTALLATION DETAILS 06/20/17 1 R.L. INTERIOR L EXTERIOR JAMB INSTALLATION DETAIL W000 FAAMINC OR 2X BUCK INSTALLA TION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES A20 SCO 96" X 80' NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN: 9-4 No. F.A. 08-00498 Lout NTS I DAh 02/23/09 wR7 OF 10 L ROBERIO LOMA.S P.E. 14M WOOOFORD RD LEWISMLE. NC 2= Ur6lI.01D9 rROma®OIRm+syu.COrn SIGNED: 06,0"017 1R!IL/Osl/G IV 0 51 •>t_ pE OF cF•'c OR10T:• ONA Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE OISTaNCE METAL o STRUCTURE p 8Y OTHERS [ 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO SE SET IN 1 BEO OF kPPROVEO SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FORCLARITY 2 PERIMETER AND .IOwTSEALANTBY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 L 1/ 2- MIN. EDGE OISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLvocKs oaeRanoN are AavROvro ADDEO CrW2TS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 RA. ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION OETAILS 07/30/15 R.L. REVISED INSTALIAT10N DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTUREWSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON—REINFORCEO FLANGE INSTALLATION DETAILS ORkvft OK N0. F. A. 08-00498 uAtA NTS 02/23/09 z 8 OF 10 L RMRFO LOMAS P.E. W w000FORO RO LBRNSVR E NC 2hW O& W460 .mmy60b1naw mm SIGNED: OWOVO 17 J 5`RfiILO4141, i o S•*= T OF 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 L 1/4' MAX. SHIM SPACE I EXTERIOR 2 7/8MIN SEPARATION VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATXIN 3/ 16' TAPCON INTERIOR 1 1/4MIN. EMBEDMENT i aTE AV% IOJ(D A AOOEO CHARTS 03/05/12 R.L. B REVISEO PER NEW TESTING 10/29/13 R.L. C AOOEO FLANCE ANO AN INSTALLATIONS 12/06/t3 R.L. 0 REVISED INSTALLATION OETNLS 07/30/1b R.L. E I ROASEO INSTALLATION OETNLS 06/20/17 R.L. 1/4' MAX. SHIM SPACE MIN. r INTERIOR EOCE DISTANCE 3' ik MIN I SEPARATION ; a ' • ' 3/ 16- TAPCON EXTERIOR SILL TO BE SET IN A BED Of CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX 8UCK CONCRETEA ASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 1 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 1 1/ 4' MIN. 2. PERIMETER AND J&NT SEALANT BY OTHERS TO BE A. EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM EB112 SIGNED: 0612012017 MI WINDOWS AND DOORS LLC WEST GRATZ. MPAK170STREET71'Illfull, REMO' 9 i 650 1' MIN. S40 EDGE DISTANCE SERIES 420 SGO t S *M-TAi7OF96' X80' NON—REINFORCED FLANGE INSTALLATION DETAILS oAN w: aec o. ALV '°F•'fOR10T:• ': 08 8 E jON11101 SCALE NTS 041Es"M'T 02/23/029Of10L.R08ERTOLOMASPE. 14326V000FOROROLEw/SULEA C270•J Luis R. LomasP.E. IN404609 nufOYlomasp..ewn FL NO.: 62514 WOOD FRAMING BY OTHERS is WOOD SCREW 1 1/4- MIN, EMBEDMENT v I APPROVED SEALANT BEHIND FIN 7/16- MIN EDGE DISTANCE 1/4- MAX 1 SHIM SPACE JAMB INSTALLATION DETAIL WOOD FAAMwG OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4- MIN. g8 WOOD EMBEDMENT WOOD FRAMiNG SCREW BY OTHERS INTERIOR 1/4- MAX HOOK STRIP 7/16- MIN, EDGE DISTANCE EXTERIOR IKSLavno atc AVH orm ADDED CHARTS 03/05/12 R.L, REMSEO PER NEW TESTING 10/29/13 R.L. ADDED FLMCE ANO FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. RENSEO INSTALLATION OEUILS 06/20/17 1 R.L. 1 5/8- MIN. EDGE GIST TRIM INTERIOR MASONRY/CONCRETE BY OTHERS 1/2- MIN. EDGE DISTANCE HOOK STRIP SHIM SPACE 010 SELF DRILLINGiT-_V SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS'44 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE I-- 1/2- MIN. I EDGE DISTANCE 1 3/8- MIN. INTERIOR • EMBEDMENT HOOK STRIP S10CREWOODII PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4VOOD FRAMING 1 1/4- MIN, EMBEDMENT 1X BUCK BY 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 80' NON—REINFORCEO FIN AND NOOK INSTALLATION DETAILS ORArM: OuC M0. F.A. 08-00428 suLE NTS 02/23/09 —10 OFTO L AMRT0 LOMAS P.E. Ictt w000FORD I10 LEwISrt.LE. NC 27o9 Sleseocotr , vspa p..aan SIGNED: 06I20/2017 1P. 1111`ro 41'','' pTATE Ofa iAAAsIONAl. \`' Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANO MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE 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 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 CLAZEO PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOuIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE Of 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOuAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH V MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING IYTO 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 C-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTLL C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-TS .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP. PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS ocsa priew an NwaOdA ADDED FLANGE AND FIN INSTAuATION 12/10/13 R.L. - REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION OETAILs 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC tttt111rr1r// 650 WESTGRATZ.MPAK117030ET STREET Q\`(,ENs a'9Ji 0 61 x= SERIES 420 SCO REINFORCED WITHOUT ADAPTER 96' X 96' NOTES. o - p , TATE OF • eN, ORtO; DpN : ar eo Ircv 08* C r/ii11A111?\`` s Lt wa 19 OF 10NTS10/30/13 Lulls R. LOR10s P.E. L ROAFRTO LOADS P.E. 1427 W000AM RO LEW/SV/LLE. NC_V= w4&j4 oy momaspaAmasprean FL No.: 62514 6' MAX 6" MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED r 17' MAX I O.C. { 1 17" MAX O.C. 16' TAX AME IGHT 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE R0 TING IMPACT RATING t35.OPSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 49 N2's 95' 2. MAXlMUMO.L0.:44S9'R90S16• HARDWARESCHE I FIAT MOUNTED HANDLE SET (9944-145) AT 36 I METALLIC TANDEM ROLLERS (99-17.195) AT EA UMINUM6063-T6 REINFORCEMENT (6"1 AT ALL FROM PANEL CHARTNI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. avlsia/s Inv I otsclePaoll an mvwu A ADOEO FLANGE ANO FIN INSTALLATION 12/10/13 R.L. 8 AMEO INSTALLATION DETAILS 08/03/15 A.L. C REVISED INSTALLATION OETNLS 06/21/17 ILL. Design pressuro Chart (pso Am. 3rdOo Panel Old TOW Famo N'Qa (in) HWPI 10.a 36.0 420 1 4t0 in) 60.00 7200 DO 96.00 Pas Not I Poo INp Pas Nap Pas Np 4.0 40.0 59.4 400 50.9 40.0 45.7 40.0 420 pt0 40.0 55.2 40.0 48.0 40.0 43.0 A194 920 40.0 524 0 a A 400 40.6 37.1 37 1 9t0 a0.0 9.0 40.0 1 41.1 36. 384 35.0 35.0 CHARTs2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design Prossuro Chart (ps9 Falo Sin& Pang W4 Total Frame N5001(n) H04N 1R0 1 110 410 40.0 n00 uoo 9to6 POs M•0 as Nap pas Nag pas Nag a 5a.. 58.4 50.2 50.9 45.7 45.7 2.0 420 Sao S52 55.2 48.0 45.0 4 . 4 0 39.a 39 a D20 4 Sta 5.4 45.4 40.6 406 11 37.1 MO 499 49.0 43.1 a3.1 3a. 35.0 0 ru.oT. NumaW Or OntAof le"donsrleurfed Forme 8^Wo Pan" WIG TOW Fawn WIcM Inl Haws 1t0 I Ito 42e Is 60.0 720 6.A 96.0 N65 IJamo AILS Jamb N6S Jamb Ht5 Jamo a 4 6 5 a 6 a a a 6t0 A 8 5 6 6 6 a 6 OLD 4 a 5 a 6 8 a 6 9t0 8 5 6 6 8 6 6 MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V.L. 1 08-02249 NTS a"E 10/30/13 1 -L'2 OF 10 L R08EA70 LONAS AF I&W W000AM RD LEVASVXLE. AC 270 2 4344fill-w 9 IaOl USP&nm4lpa am SIGNED: 06212017 IR I 1 to s or TTAA OF i .P •. A' ONAi1` a\` Luis R. Lomas P.E. FL No.: 62514 e A FF HE 26' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER Of LOCATIONS REQUIRED t7' MAX6MAXj— r--r O C. . ( 6" MAX 6' MAX t Y MAX O.C. 6" T AX kME GMT 6" MAX Rd I o=ftpr" ode AP RM0 A AOOEO FLANGE ANO AN INSTALLATON 12/10/13 R.L B RENSED DWALLATION OETAILS a8/03/15 R.L C REIASEO INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 46 1/2• A 95' 2. MAXIMUM O.L.O.: 4d S16' 4 90 &r NumOa/ oTanCAOI lotallons ro0ulfod Str1Wo PrMI W4 TOW LkV wklh (n) 34.0 410 48.0 N$o 0 72.0 64.0 96.0 J&mb H6S Jamb HAS Jamb NAS JambK4S6568666 6 S 6 6 6 fi S 8 6 6 6 6 6 S 8 6 6 6 6 2) ANCHORS PER LOCATION SERIES 420 SGO REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART d4 FOR NUMBER Of LOCATIONS DESIGN PRESSURE RATING /MPACTRATING REQUIRED t35.0PSF NONE SIGNED: OW 112017 MI WINDOWSDOORS CHARTS Of AND 02 SHEET 2 FOR ONER UNITS RATINGS 650WEST MARKET Z', a'EO I, SEE GRATZ. PA 1030 E MS,.,p SERIES 420 SGO REINFORCED WITHOUT ADAPTER r• 0 5 >r 96' X 96" 7(l( 6/ e FIN ELEVATION TAY0 OF oaAwN: oac O' PF•'c[ORlO*• DWAftEScNwuLe Na Rd 08 C Z SSl iil iil`, G``` FLAT MOUNTED MANOLE SET ((944145) AT 30314. ON CENTER FROM PANEL BOTTOM 39 OF 10 W-" NTS o"Te 10/30/13 METALUCTANOEMROLLERS( 99-1T.19S)ATEACH ENO OFPANEL BOTTOM RAILS LROOERTOLOWS P.E. Lu12 R. Lomas P. E. JMNUM6063•T6REPIFORCEMENT(666)ATALL PANEL INTERLOCKS 14J: WOODFORD RD LEVASVA.LE. NC 2Tan J.Usa-wn fl No.: 62514 1/2' MIN. EDGE DISTANCE W000 FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS I 1 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 SECTION WOOD FRAMNG OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR nNISHES. BY OTHERS. NOT SHOWN FOR CL 40T. 2. PEAIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SILL TO BE SET IN A BED Of APPROVED SEALANT MIN. ENT IIN. LNNC uWANCE 1 3/8• MIN. EMBEDMENT 7 — 1/2• MIN. EDGE DISTANCE A10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS RN DESORID1ow DATE TS.R.L PPROVM A AOOEO FLANGE ANO FIN INSTALLATION 12/10/1R.L. 8 RENSM WSTAUAT" OETAILS 08/03/1 C RENSEO INSTALLATION OETALLS 06/21/17 R.L 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 SGO REINFORCED WITHOUT ADAPTER 96' X 96" FRAME INSTALLATION DETAILS OR-xl Ort No. P V•L- 08-02249 s^t NTS "It 10/30/ t 3 s W 4 OF 10 L. ROBERtO LOMAS P.E. I4w WGOOFORO RD LEWMVXLE NC 27= 4.u4u.o&d xt*M*.,"M INTERIOR SIGNED: 0612112017 tP.l I I `/ o''''' pEN4"- -p s 0„lat5t 1 TiAcfi OF ' 07:, 4'uc Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS j 1/ EDGE N. DISTANCE I 1 /4' MAX. I r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR 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 AvO EXTERIOA FINISHES, BYOTNERS. NOT SHOWW FOR CLARITY, 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 T — 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RM90r4 RLv ocuAvmw a1A VP110 (D A AOOEO FLANCE AND FIN INSTALLATION 12/10/13 R.L 8 ReASEO INSTALLATION •OETNLS 08/03/15 R.L C RENSEO INSTALLATION OVALS 06/21/17 R.L. 1/{- MAX. r SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FRAME INSTALLATION DETAILS 6Rwft OWC NO. R V.L 08-02249 soar HTS 104c 10/30/13 1wai OF 10 L ROOERTO LONAS P.E. 14j$ wOODFORD RD LEwrswLLE NC voa a.aaaalos ,Atiel+ssp.mm SIGNED: 0612112017 GEN' 'y yr, _ .."5. STTA- cTe4} E OF •t 40 0(lOR\0;•\tea C SS/ONA `1E G` Luis R. Lomas P.E. FL No.: 62St4 1 1/2' MIN 1' MIN. avrrora IK11 oCSC1 mx wrc •Ppwv D SEPARATION EDGE DISTANCE ADDEO FIANCE AND FIR INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. a.: C REVISED INSTALLATION OETAILS 06/21/17 R.L. e a;•• 1 1/4' MIN. EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4' MAX. E SHIM SPACE OPTIONAL 1X BUCK T 1' 1/4' MAX SHIM SPACEITOBEMIN. INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 I 3/16- TAPCON 3- MIN. SEPARATION v EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAA48 INSTALLATION DETAIL4OPTIONAL. 1X BUCK CONCRET&IMASONRYINSTAL1AT10N CONCMASONRY/TECONCRETE TO BE PROPERLY OBY THERS SECURED SEE NOTE 3 SHEET 1 a NOTES: MIN 1. INTERIOR AND EXTERJORFINISHES, BYOTHERS. n• . EMBEDMENT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JT SEALANT BYM RSTOBE a •. a A O E T SIGNED: O6/8T/20T 7 MI WINDOWS AND DOORS LLC ttt+IIIIII SEPARATION EDGE•DISTANCE N. 650 GRATZ.MPAK170 ORESGFNS'9s VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER CONCRETE4 ASONRYrNSTALtATIOAI 96" X 96• ATAX FRAMEINSTALLATIONDETAILSOfowcNa0Rto* V. L S/i NAL1E?G` 08CS °" tt 10/30/13 y'aT69 OF 10 FLAOBEADLEWISVSPE. r• U2641144 AD AOcEwrSvaUc.NC:1 Luis R. Lomas P.E. U ddJ•oG09 mnufBalertuap can FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/a- MAX. SHIM SPACE i10 WOOD SCREWS EXTERIOR LLf U INTERIOR TO BE SET IN D OF oVEO SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X SUCH BY OTHERS MIN. IAENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATON 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 E2122 1 3/8- MIN. EMBEDMENT T- 1/2_MIN. EDGE DISTANCE 810 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS fievex of o aovraN GOE APPR VM A ADDED FIANCE ANO FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION OETALS 08/03/15 R.L C REVISED INSTALLATION OETAILS 06/21/17 R.L. 1/a- MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X ICK INSTALLATION SIGNED: O8/2112017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ. PAK17030 ET STREET x01111nrrl, ft. LO 3 S p£MS41 z SERIES 420 SGO REINFORCED WITHOUT ADAPTER 5Of * = 96" X FLANGE INSTALLATIOTtO N DETAILS A E2TAT oww oro na. OB-02249 ecv C c 10/30/13 T S/OOjARt10'NTS II11TE LROCER1OLOw"nE U22 rNOOOFOAD RD LEW4VILLE. MC 27D'J Luis R. Lomas P.C. 43r448.040 mw &dw2A"A# m FL No.: 62S t e 1/2• MIN. EDGE rDISTANCE 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. WrERrOR AND EXTERIOR FINISHES, BYOTNERS. NO SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 Ji / a' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR I TO BE SET IN BED OF PROvEO SEALANT 1 1/2' MIN. EDGE DISTANCE 910 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS K%IS*G R>r OCSORMM atE APPRayID A ADDED FLVda AND nN INSTALLATION t4/t0/13 R.L B REVISED INSTALLATION DETAILS 06/0 C REVISED INSTALLATION DETAILS 06/21/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATXNJ SIGNED: 062112017 MI WINDOWS AND DOORS LLC a111111/, 650 WEST GRAT2. PAX11ET7030 EET ft. SERIES 420 SGO REINFORCED WITHOUT ADAPTER 6 96' X FLANGE INSTALLATION DETAILS TAT Of` oRw m 4 EORIO OB9 ONA ENTS s•,• 10/30/13 T8Of 10 t•G LROBERTDL0VA0PE. I` WC0060RDRDLEwSWUX. NCVCC7 Luis R. Lomas P.E. as Asle u6soR .,,,,14 fL No.: 1 I'/2- MIN. _ 1• MIN. MMsiOr s SEPARATION EDGE DISTANCE I1[v p wtt AOPAo.ED A ADDEO FIANCE ANO FIN INSTALLATION 12/10/13 R.L. 6 RENSEO INSTALLATION OETAI S 08/03/15 R.L. 1 1/4' MIN. C REVISED WSTALLAnON DETAILS 06/21/17 R.L CONCRETE/ • a; • EMBEDMENT _ MASONRY _1 1 BE MIN. EMBEDMENTBYOTHERSr1/4• MAX. r SHIM SPACEOPTIONAL 1X BUCK TO BE 1/4• MAX. PROPERLY 1. : , • I SHIM SPACE SECURED MIN. INTERIOR SEE NOTE 3 EDGESHEET1 DISTANCE 3/16' TAPCON a EXTERIOR INTERIOR MIN. SEPARATION a SILL TO BE SET IN 'a f A BED OF 3/16' TAPCON 3/16' TAPCON APPROvED SEALANT EXTERIOR 01 CONCRETE/MASONRY JAMB INSTALLATION DETAIL MASONRY 8Y OTHERS CONCRETFJMASONRYIHSTALLATIONCONCRETEOPTIONALTXBUCK 8Y OTHERS TO BE PROPERLYA\ SECURED SEE NOTE J SHEET 1 NOTES: 1 — 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. 1 1/4• MIN. NOT SHOmvFORCLARIre. 4 n:' EMBEDMENT 2PERIMETER ANDJO-FSEALwTBYOTHERSTOBE DESIGNED IN ACCORDANCE ITN ASTM E21 12 SIGNED: OW 112017 2 7/3 MIN. I` MIN. MI WINDOWS AND DOORS LLC L1tL1lIrII/ SEPARATION F EDGE DISTANCE 650 WEST MARKET STREET `5 P. LO Xi VERTICAL CROSS SECTION GRATZ. PA 17030 ` .• •G E NS CONCRET&— SONRYINSTALLATION SERIES 420 SGO REINFORCED WITHOUT ADAPTER *• 96` X TIO SE * FLANGEINSTALLATIONDETAILSi • U Of owwc i0 K' Lt A V. L ORTO 22a9 C N 9 OF 10 LAOBERIOLprASPE. Luis R. Lomas P.E. IanN'OODFORO Ito LEwISWUE. NC 270.+J kul mdaw rus®momtro„con, FL No.: 62514 WOOD FRAMING r 1/4 MAX BY OTHERS I SHIM SPACE 1 1/4' MIN. EMBEDMENT v L I APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN BB WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLITION 1/2' MIN. 1 1/4' MIN. EDGE EMBEDMENT DISTANCEWOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. 1 3/8' MIN. r SHIM SPACE EMBEDMENT INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCIf INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.1 fteviSoms an Pr1lavro A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L 8 REVISEO tNSTAUATION DEGILS 08/OS/15 R,L C REVISED INSTALLATION DETAILS 06/21/17 A.L. 1 5/8' MIN. EDGE DIST. A TRIM INTERIOR F MIN, EMBEDMENT MASONRY/CONCRETE BY OTHERSHOOKfXBUCKBYOTHERS, STRIP x BuCK TO eE ROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAWCONCAETE METAL STRUCTURE BY OTHERS 1 /2 MIN, EOGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP 1 N 10 SELF ORILLING SCREW SCREWED EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCKAvOpD FRAMING SIGNED: OW M2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET GREET wIttI11L11/1 GENS 97 i SERIES 420 SOD REINfORCEO WITHOUT ADAPTER i4a 16* NAILFIN & HOOK IMSTALLATION DETAILS Wig! TAR Of NOTES: r, INTERIOR AND EXTERIOR FINISHES AY OTHERSpyL M ox y f O. ffv, PERMEERRANDSEALANTBYOIHEASTOBE 08-02249 N/ONA 10\ NTS 0A7E 10/30/13T10 Of 10DESIGNEDINACCORDANCEWITHASTME2112 L ROBERTO LOMAS P.E. I4WW000FOROROLEW7SVaLE.f4C22= Luls R. Lomas P.E. 47adsl•ap9 FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIOA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE OESICNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY Of THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD OURATION FACTOR Cdn1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLA2EO PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFQUiRFQ FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF I/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO . OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #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 I" 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 OETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF C=0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18CA. 33KSI OR ALUMINUM 6063—TS .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS 11Lvc1o/a ocsear1a11 arc AarAwco A AOOEO CHARTS 03/06/12 1 R.L. 8 RENSEO PER NEW TESTING 10/15/%3 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R L 0 REVISED INSTALLATION DETAILS 08/05/15 A.L. E RVASEO INSTALLATION OETAILS 06/22/17 R. SIGNED. OW212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET R•• Lpoff GRAT2• PA 17030 5 GENS gs' g * • 0 , trSERIES430SGO 143• x 80' NON REINFORCED NOTES pO•• TAT26 OF + i' 1wS;cIORIO"; G t'` naAN1I: owe No. ALV 08'' ctT02 E/ONI ll1\`` LuI1 R. Lomas P.E. fl x.+ s NTS o.rc 02/23/09 Of 9 LAWERrOLOMASP. E. 14= WOOCAOM RO LBYN$VILLE. NC 27o?2 AJU4864to9 , rteo rgnemn w..com No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED _ 17 MAX J 6 MAX O.C. 1 17' MAX 80' O.C. MAX RAMS T- X X C* SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RAT" t40.OPSF NONE SEE CHARTS Of AND 12 FOR OMER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 12+• it 79' 2 MAXIMUM D.LO.: 44 3r4' x 74 Z8' FLAT MOUNTED NANOLE SET (994M-145) AT 36 3W FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS ADDED CKAKM REVISED PER NEW TEV NG ADDEO FLANCE INSTALLATIONS REVISED INSIALLATION DETAILS REVISED INSTALLATION OETAILS CHARTat WHERE WATER INFILTRATION RESISTANCE IS REOUWED SEE NOTE 9 SHEET t Design pressure chart (psQ Frame Singb Panel an0 Total Framo Wdth (in) Hoight in) 30.0 36.0 410 F 47.7 90.00 108.00 126.00 143.00 PCs I Nag Pos Hop PCs I Nog Pas Nag 80.0 40.0 54.9 40.0 48.0 40.0 432 M0.0 40A CNAATe2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frame ogle Panel aM Total Frame Wdlh (in) Heignl 30.0 1 36.0 1 410 1 47.7 in) 90.00 1 10&00 1 126.00 1 142.00 PCS I Nog I Pos I Nog I Pot I Nap I PCs I Nag 80.0 S49 1 54.9 1 48.0 1 48.0 1 43.2 1 43.2 1 40.0 r4O.O CHART b Number or anchor /ouUons required Franc Single Panel and Total Frame Wdth (in) He. sht 20.4 na 410 1 AZT in) 90.0 10&0 1260 142.0 HIS Jamb HIS Jamb N6S J mD NdS JimO 80.0 6 T 5 7 5 8 5 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80` NON REINFORCED ELEVATION F.A. 1 08-00502 u+Lt NTS a"n 02/23/09 -2 OF 9 L ROBEATO LOM" P.E. 14W wOODFORD RD LEWISMLB. NC 27= a1+•casacos .bnuLpPlexxup.eo n PPRONaDATE 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L 06/22/17 RL SIGNED: 062WO 17 L1, tlorr//'' v``GENS4f TAT0ty F•'c ORLO• ?: Luis R. Lamas P.C. FL No.: 62SIA 1/2' MIN. EDGE OISTANCE 1 3/8' MIN. WOOD FRAMING EMBE MENT OR 2X SUCK BY OTHERS 1/4 SHIM 10 WOOD SCREW - SPACE 1 3/8' MIN. /4' MAX. SHIM SPACEEMBEOMENTET' I 1/2' MIN. EDGE OISTANCE EXTERIOR INTERIOR SET IN APPROVED 10 w000 SCREW WOOD FRAMING OR 2X SUCK BY OTHERS B10 WOOD MIN. SCREW KENT WOOD FRAMING OR 2X BUCK BY OTHERS cwc viai"Va.c 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 IN ACCORDANCE WITH ASTM E2112 RlV19ORS OMFJP 10M 0.1E MNIpVEO ADOEO CMARTS 03/06/12 R.L. REVISEO PER NEW TESTWG 10/15/13 R.L. ADDED FLANGE INSTALA7104S 12/06/13 R.L. AVASEO INSTALLATION DETAILS 0a/05/15 R.L. REVISED INSTALLATION OCINLS 06/22/17 R.L INTERIOR J EXTERIOR IDI:a JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BACK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS ORAwe OVit MQ F.A. 08-00502 V-M& NTS — 02/23/09 3 OF 9 L ROWATOLOMAS P.E. It12 WOOOPOnO A0 LEMSVMLE. NC.'.= 434 .— SIGNED: 06/22/2017 pE OF :W e, I/0NA 11E a`` Luis R. Lomas P.E. FL No.: 62514 1 /2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS SHIM SPACE 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR 10 SMS OR SELF ORILUNC SCREW INTERIOR L TO BE SET IN BED OF APPROVED LANT 1/2` MIN EOCE DISTANCE 1-1 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE W/TM ASTM Eel 12 I 1/ 2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE ELT OTHERS 1/ 4` MAX. SHIM SPACE NM9i0N5 An ocsenallon wtt APPROYM A AOOEO CHARTS 03/06/12 R.I. 0 REVISEO PER NEW TESTING 10/15/13 R.L. C ADOEO FIANCE INSTALLATIONS 12/06/13 R.L. 0 RENSEO INSTALLATION OETAILS 06/05/15 R.L. E REVISEO INSTALLATION DETAILS 06/22/17 A.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2• PA 17030 SERIES 430 SCO 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS aura: owe to. F. A. 1 08-00502 WAU NTS I o"tt 02/23/09 5"=4 OF 9 L AMATOLOA144 P.E. IW V=OFOAO 00 LBWISVILLE. NC 2= 434411: 114M dbff4sdwbnftvwwm SIGNED: 06/22/2017 wItI IIII/l, ENS, 9.P Vi4OF E`'' c ORIOr • Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ - CONCRETE BY OTHERS 1 1/2- MIN. I' MIN. SEPARATION I EDCE DISTANCE t I 1 1/4- MIN. EMBEDMENT 1/4• MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR MLrMAI WIN VERTICAL CROSS SECTION CONCRETE"ASONRYINSTAL ATION 1 1/4- MIN. EMBEDMENT MIN. EDGE :. •'o DISTANCE MIN. SEPARATION .. •; 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, EOCE DISTANCE NLv DIStPoYnON we Ps"OVEO A ADDED CmARTS 03/06/12 R.L B REVISED PER NEW TESTwC 10/15/13 R.L. C ADDED FLANGE INSTAIATIONS 12/06/13 R.L. 1/4- MAX. 0 REVISED INSTALLATION DETAILS 08/05/15 A.L. ir SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR a EXTERIOR rj JAMB INSTALLATION DETAIL OPTIONAL iX BUCK CONCRETEAMASONRYINSFALLATgN TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR RMSHES. SY OTHERS, NOT SNOwN AGR CLARITY. 2 PERIMETERAND.IOmT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 0WWO17 MI WINDOWS 11MARKET DOORS STT EETLLC ``\\\ S It- L/0, 650WEST ,',' GRAT2, Pa 17030•*\C E NS* SERIES 430 SCO — *• o St +r = 143"x BNON REINFORCES _ FRAME FRAME INSTALLATION DETAILS pO• oftwx. owl: IA. nEv 20 A'[OR10P• F.A. 08- 00502/ONAL Ea WALK K NTS — 02/23/09 —5 OF 9 A/111tI111 L LAOBERI'OL0114SPE P. E. P R. Lomas14LWOODFORDROLEVASVILLE. NC 27M LuisFL No.: as 4.1W404 M . sor wwna*uam 1/2' MIN EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS L SM p0 WOOD SPACE SCREW g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 11. 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. ' 2 PERIMETER ANO loin? SEALANT BY OTHERS TO BE DES/GNEO IN ACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN, BENT 1 3/8' MIN, EMBEDMENT 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/a' MAX. F SHIM SPACE RLo19oNs NLV ocSClwaoN OAlc AM110K6 A ADOEO CHARTS 03/08/12 R.L. 6 REVISED PER NEW TESTINC 10/15/13 R.L. C ADOEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISEO INSTALLATION OEWLS 06/05/15 R.L. E REV15E0 INSTALLATION OETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 6S0 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS oRAWk awe No. F.A. 08-00502 soot NTS "TE 02/23/09 1 smm 6 OF 9 L ROSEATOUywSP.E lug naoaFOAo RDLCVASVnLE. A022M 9rd t!-0o09 nronut bkm ypu aYA SIGNED: 0612212017 IL10 JE •/ i OTAOFi0 4r Ji/;%NA U` Luis R. Lomas P.E. FL No.: 62514 1 /2' MIN, rEDGEOISTANCE METAL I STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 110 SMS OR SELF ORILUNC SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN 9EO OF APPROVED UNIT 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 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 IN ACCOROANCE WITH ASTM E2112 1/2' MIN. EOCE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX, rSHIM SPACE REV 06C114WT10N DATE APKA040 A ADDEO CHARTS 03/06/12 A.L. 8 REVbEO PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/06/15 R.L. E REVISED INSTALLATON DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS L'LC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS oftww. owc No. F.A. 08-00502 uxt NTSI "E 02/23/09 "M7 OF 9 L. ROURTO COMAS P E 14= WOODFORD RD LEWMMLE. NC 27o'J' 431.6hF0609 Ixomrprrtortuapri am SIGNED: 0612212017 PL. to VO,EIV,? oTATE OF y°C, Luts R. Lomas P.E. FL No.: 62514 1 1/2- MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a e . 1 1/4' MIN, EMBEDMENT 4 OPTIONAL L 1X BUCK TO BE PROPERLY SECURED 1/4' MAXSEENOTE3SHIMSPACESHEET1 3/16' TAPCON EXTERIOR II 11 II II II 11 INTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS G•ANAI IUN VERTICAL CROSS SECTION CONCRET&A"SGNRY 111STAUL01TION 1 1/4* MIN. EMBEDMENT 1' MIN. EOCE DISTANCE 3' MIN, SEPARATION 3/1$- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE 1 RLV170N$ Kw IX51Jh TION DAN AIiROy10 A AOOEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTwC 10/15/13 RL. C ADOM FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLA710N DETAILS 08/05/15 R.L. E REVISED INSTAUATKIN DETAILS 06/22/17 Ift.L JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETE&L4SONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. wTERiOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CL AAITY. A PERIMETER AND JOINT SEALANT 8Y0THERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80` NON REINFORCED FLANGE INSTALLATION DETAILS aueN: owt ro. 09-00502 LxALc NTS — 02/23/09 —8 OF 9 L ROOERTO LOMAS P.E. 14= w000FOW RO LEWISVILLE. NC ZT023 3MdM6000s Ibrtles 6nmsapu axn SIGNED. 0&22/2017 TAT 5EOF : ' 4i"), i&,ONA11?G`. Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDGE OIST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP d 1 1/4 MIN. Eu8E0uENT iX BUCK BY OTHERS. 1X BUCK TO BE1PROPERLYSECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP RtM9gN5 RLv KSCIVIIOH art A"A"o A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTLVG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION OETAUS 06/22/17 R.L. METAL STRUCTURE 1/2' MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCREW ORILUNG I. EXTERIOR PANEL 1/2' MIN. INTERLOCK EDGE DISTANCE NOOK STRIP INSTALLATION L METAL STRUCTURE 1 3/8' MIN. EMBEDMENT SCR W000 SCREW EXTERIOR C- PANEL INTERLOCK HOOK STRIP INSTALLATION 2K BUCXA4`= FRAMING NOTES: I. wTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIAIETER AND JOINT SEALANT BY OTHERS Tom DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 660 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143- x 80' NON REINFORCED HOOK INSTALLATION DETAILS F.A. 08-00502 NTS — 02/23/09 —9 OF 9 L. ROWATO LCMAB P.E. 14-V VV000F0Ro AO LEWISvLLLE. NC.-?Sn CU496009 dlemn09mna0u Lem SIGNED: 0612212017 TAT SEOF it Sl0NA `LEa Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLOR104 BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X 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 ORENGINEEROFRECORD_ 4.'ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLA2EO PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUM FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REOUIRED 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 DONOTREOUIREWATERINFILTRATIONRESISTANCE. 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 LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. II. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT' INTO SUBSTRATE WITH I" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF ORILLING 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 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTu C-90, GRADE N. TYPE 1 (OR GREATER), 0. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-TS .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION DETAILS 11L ASIpxS o&waalgN oulc A17M10V[D ADDEO CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 A.L. ADDEO FLANCE INSTALLATIONS 12/06/13 A.L. REVISED INSTALLATION DETAILS 011/05/1S R.L. REVISED INSTALLATION DETAILS 06/22/1) R.L. SIGNED: M22/2017 MI WINDOWS AND DOORS LLC l ll // AA 650 WEST MARKET STREET GRAT2. PA 17030 0 S 0,' i v . E NS• ,9si r *: 0 5SERIES430/440 xIX SGO 143" x 96" REINFORCED NOTES p , TATE OF a= iDt`F[ORlot- ' DIIAMI• F-A. avc ro. REV 08-00503 E 0 G AS/0ljl^I1t``` Luis R. Lomas P.E. seAAc NTS ° 02/23/09 s1 OF 9 LRWERfOIONASA.E 1412 V400FORD Ro LEWLSVNAE. ABC 270.'7 J3.14.W4 09 Aanus®Ir oan FL No.: M I A 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART e3 FOR NUMEIER OF LOCATIONS REOUIREO 17' 6' MAX mAx F -I 6" MAX 6- MAX L 17' MAX O.C. 96' MAX FRAME HEIGHT 6' MAX X jl_ SERIES 430/440 XIX SGD EXTERIOR VIEw DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS R1 AND 02 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 fir a 95' 2. MAXIMUM D.LO.: 44 3W's 90 SQL' SCHEDULE IA (1) FLAT MOUNTED HANOLE SET (99-04.145) AT 37 3N' ON CENTER FROM PANEL BOTTOM 8.(t)M;TALUCTANDEMROLLERS(09.17.125)ATEACHENDOFPANEL80TTOMRAILS _ PANEL OF OPERABLE PANEL INTERLOCK RLV6ION5 RLV DESCRIPTION A ADDED CKARTS 8 REVISED PER NEw TESTING C ADDED FIANCE INSTALLATIONS 0 REVISED INSTALLATION DETALS CHAAT01 E REVISED INSTALLATION DETAILS wHERE wATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEEr t Odshgn prOsvlro chart (pso gyro Stipm P.Inal and Ta"I Fralra Vlgm As Hapm 30.a 26.0 1 420 1 4.7 N) 90.00 14e.ao 126.00 14100 P. Noll Pos N4p Pot N4p Pos we e4.0 400 solo 40.0 57.9 40.0 520 40.0 46.0 e10 400 e00 40.0 54.6 40.0 4a9 400 450 910 40.0 596 400 51 1 40.0 1 .1 40.0 42.3 M 40.0 SeA 40.0 49 40.0 437 40.0 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET t Doll n p"nurs Chart 105A Rama Smpu PaIroI AM Total Ftww Width (m) 30.0 3Q0 410 1 47.7 90.00 OQ00 12e.00 14100 Pos N4p Pos Hop Pat N4p Pot Nap 91.0 20 60 0 57.9 S7.0 S2 0 52.0 48.0 49 0 of 0 60A BO 0 1 546 1 54.6 4e.9 4eS 45.0 45.0 920 59A 59.8 St.7 51.7 ae.t 461 a23 42.3 9l0 56.tl 58.9 a8.0 49.0 43.7 43.) 40 0 40 0 cNARr rJ Numbw arenehar locations rpulred Franc SOVOIRM-end TaWI Ftaao YAM Iml FMnlu 30.0 I W.0 41a 1d.7 m) 90.0 f0e.0NO 126.0 1410 745 J4ma Na HeS I Jame Has Jamb a e L e 1 7 1 If b 6 1 9 I a eao 7 8 t B 8 6 9 e 92A 7 8 1 7 1e e g g g 96.0 7 B 7 8 g 8 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2• PA 17030 SERIES 430/440 XIX SCO 143" x 96" REINFORCEO ELEVATIONS oRAAN: OrG Np, F.A. 08-00503 NTS I Q'Ic 02/23/09 -2 OF 9 L ROBERrOLO41A.SAE. I432 WOODFORD RO LEWISVILLE. NC 2M'3 CW Md460e readus®ewtusa _ OATS APPROVED 03/06/12 R.L. 10/15/13 R.L 12/06/13 R.L 08/05/15 P.L. 06/22/17 R.L. SIGNED: 0612212017 P. I f LO'''' V\GENsf4`P 0 5 or OF EOF :Z t0RlaI. Luis R. Lomas P.E. FL No.: 62514 1 /2' MIN. EDGE OISTANCE WOOD FRAMING OR 2X BUCK 1 3/8' MIN. EMBEDMENT BY OTHERS 1/4' MAX. SHIM A10 WOOD . SPACE SCREW 010 WOOD SCREW 10 FRAMING i 2X BUCK BY OTHERS EXTERIOR 11 II 11 II 11 II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTEAIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1_ 1/2' MIN. EDGE DISTANCE p10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMINC OR 2X BUCK BY OTHERS 1/4' MAX. 1 SHIM SPACE RLraloMs My OcseRwran Mtc APPR04D A ADDEO CK%RTS 03/06/12 R.L. B REVISEO PER NCW TESTING 10/15/13 R.L. C AOOEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REIASEO INSTALLATION OETAA.S OE/OS/15 R.L. E REVISED INSTALLUTION OETAILS 06/22/17 RL. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS oR r1e trc wo F.A. 08-00503 Mxt NTS 10A4 02/23/09 s'w3 OF 9 L ROBERTO LOMAS P.E. 14V WOOOFORO RO LEWISVILLE. NC 27427 SIGNED: 061222017 gt R! IL 0/4 o 6,261 x = T(AAeT , Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/4 " 4" MAX. r SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR 11 11. 1111 11 11 INTERIOR L TO BE SET IN 3ED OF APPROVED ILANT 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOY/N FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 1/2" MIN. EDGE DISTANCE I p10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE CA I CHIUK RLV OESCRwtgN art AMllarto A ADDED CHARTS 03/08/12 R.L. 8 RZASEO PER NEW TESUNC 10/1S/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/06/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SOO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS ORAMN• O>1C MO. F.A. 08-00503 teat NTS OA7- 02/23/09 1 smw 4 OF 9 L ROSEWO LONAS Y.E. fat w000pow Ro LEWISVILLE. Nc ram a+•G9A•0009 rAortLrr,Bwri llmvaxn SIGNED: O&VI2017 GENS• 9s 0 51 TATE OF • ` Luz Luis R. Lomas P.E. FL No.: 62514 xnmo a 1 1/2' MIN. 1' MIN. ' Llcscaana as MPIIWCC SEPARATION I EDGE DISTANCE A AODEO CHNLTS 03/06/12 R.L. 0 REVISED PER NEw TESiwC 10/15/13 R.L. 1 1/4' MIN. 1 1/4' MIN. 1/4' MAX. C AOOEO (LANCE INSTALLATIONS 12/06/13 R.L. a • : EMBEDMENT EMBEDMENT SHIM SPACE 0 REVISED MSTALI,ATKIN DETAILS OB/OS/IS R.L. E RMSEO INSTALLATION DETAILS CB/22/17 R.L. CONCRETE/ 1_ MASONRY ,. .:•: O8YOTHERS MIN. OPTIONAL EDGE •'a IX TBUCK DISTANCE INTERIOR BE PROPERLY 1/4- MAX i SECURED SHIM SPACE .. SEE NOTE 3 _ SHEET 1 - 3 3/16'.TAPCON MIN. SEPARATON El EXTERIOR INTERIOR 3/16' TAPCON ' o SILL TO BE SET IN EXTERIOR A BED OF APPROVED 3/16- TAPCON SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1 X BUCK CONCRETEMASONRV INSTALLATION MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 2 '• 1 1/4' MIN. ERIORANDEXTERIORFINISNES.8YOTNERSEMBEDMENTNOTSHOWNFORCLARITY. a' , . 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22*017 2/6'• MIN. 1' MIN. MI WINDOWS AND DOORS .LLC LL11'IIrIIIfSEPARATIONEDGEDISTANCE 650 WET MARKET STREET \J 5 G E N O• F,iVERTICALCROSSSECTIONA CONCRETEIMASONRYINSTALLATIN SERIES 430/440 XIX SOO ±*• 0•. G143" z 96" REINFORCED — /, a' 1 FRAME INSTALLATION DETAILS 12, TAT Lwax: oc pro. RLV 0'% 4c••'clOR10l;• OB NTS eME 02/23/09 —53 OF 9 E i AA'js/ON1110" L ROBERTO LOMAS P.E. LLuisR. omo. P.E. 1.1• w000FORO RO LEvwSVBLE• MC 2IL121 FL 6251d43&&b46" sp mm 1D FRAMING R 2X BUCK BY OTHERS 10 WOOD SCREW EXTEA/OR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 1 3/8' MIN. EMBEDMENT T— 1/2' MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCKL BY OTHERS 1 3/8' MIN. EMBEDMENT 1/2' MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4' MAX. r SHIM SPACE REVSIONS RN ocSCmm" art NMROVM A ADDED CHARTS 03/00/12 R.L B REVISED PER NEW TESTWO 10/15/13 R.L C ADOEO FLANCE INSTALLATIONS 12/06/13 R.L 0 REVSED ItIVAUATION OEWLS 08/05/15 R.L. E REVSED INSTALLAnow OETNLS 06/22/17 R.L JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X 8UCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS MAW awc .0. F.A. 08-00503 c" NTS I 0°r 02/23/09 —6 OF 9 L ROBMRTO LONA.S P.E 1432 V000FOR0 RO LEVASYLLE NC.Tay J+b0Go9 /wnslp,. eom SIGNED: 0&22l2017 s` R ! I/illL0I'* pENSF9s 6t51• * _ A TAT E OF - 4 FS Lul3 R. LORIOS P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF ORILLINC SCREW METAL STRUCTURE BY OTHERS III 1/2' MIN. _ I EDGE DISTANCE CA I CPflUll • ^+^ 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETEAAND JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 1/a' MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1/2' MIN. EDGE DISTANCE 10 SIAS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4 MAX. F SHIM SPACE INTERIOR RN OLSCAWMN DATE APPROVED A ADDED CNARTS 03/06/12 R.L. 8 RMSED PER NEW TESTINC 10/15/13 R.L. C ADDED fUNCE INSTALLATIONS 12/06/13 R.L O RENSED INSTALLATION OEfAILS 08/05/16 R.L. E REVISEO INSTALLATION DETAILS 06/22/17 R.L. EXTERIOR JAMB INSTALLATION DETAIL METAL STAUCTURE 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 WAW' aK Ro. F.A. 08-00503 ALE NTS — 02/23/09 Si-7 OF 9 L HOWATO LMIA.S P.E. 1412 WOODAORD RD LEwrSVGLE. NC 2TMM 364k%was SIGNED: 0612212017 R ! III0M'i pENSF9s o„6L251 •• 1k QTTAeeT++FFE OF A"ORlO; NA 11 e`` Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS i' 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4 MAX• E NOTE 3 SHIM SPACE SHEET I I .3/16" TAPCON EXTERIOR 3/16' TAPCON --\ MASONRY/ CONCRETE BY OTHERS criv nn ry VERTICAL CROSS SECTION CONCRETEJMASONAV INSTALLATION INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE t7l d MIN. SEPARATION ° •. 3/16" TAPCON SILL TO BE SET IN o A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4" MIN. EMBEDMENT 1" MIN, EDGE DISTANCE 1 /4" MAX. SHIM SPACE INTERIOR ItLV19t)M wt APPItO. wAOOEOCHARTS0]/06/12 R. LREVISEORPERNEWTESTING10/15/13 R.L AOOEO :lAI,'CE tNSTALLAnONS 12/06/13 R.LREVISEDINSTALLATIONDETAILS08/05/15 R.L. E RLMSEO INSTALLATION OETAILS 06/22/17 R.L. d _ EXTERIOR D -,::: OPTIONAL IX BUCK JAMB INSTALLATION DETAILTOBEPROPERLY SECURED CONCRETEJMASONAYINSTALLATIONSECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTEAgR FINISHES, By OTHERS. NOT SHOWN FOR CLARITY. 2 PER/METEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W17N ASTM E21 l2 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC `\0%1111111'0' 650 WE ST T2. MARKETOSTREET `J 5 RE N OP fCSlC • i 30 SERIES 430/440 XIX SGO = *• e 1 a3' 96" REINFORCEDATEFLANGE INSTALLATIONDETAILSTOf ;vz IwA.rc O.e No ALV-0050 i. e• ' clpR10P • sic NTS °" Ic 02/23/09 Is'wOm83 Of 9 E o111A111E G\`` LROBER1OL01AASAL Luis R. Lomas P.E. ICE WOODIWORDLEWISV41AF-NC 270a1 fl No.: masts AJU4864w fmreus®rnnures.mm 1 5/8' MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4' MIN. EMBEDMENT tX SUCK BY OTHERS. 1X SUCK TO BE PROPERLY SECURED 3/ 16" EXTERIOR ---- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAWCONCRETE METAL STRUCTURE BY OTHERS TRIM —.., INTERIOR HOOK STRIP RLV6gNS My ocscarron onto A"W40 A ADDEO CHARTS 03/06/12 A.L. 8 REVISED PER NEW TESTINC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. I,REVSED INSTALLATION DETAILS 06/22/17 R.L 1/2' MIN. EDGE DISTANCE 1 D SELF DRILLING I. SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP SCD WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X B{ICKANOOD FRAM6VO 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED HOOK INSTALLATION DETAILS chum., pR n0. F.A. 08-00505 scut NTS D"rz 02/23/09 —9 OF 9 L ROSERTO Laws Y.E. Ion NOODFORD RD LE fiSVILLE. NC 27= 436-604= .mmasd4annymm SIGNED: 0612WO17 IL10 13 AAie F•F 0R10";• Vj, ONAL1EaG Luis R. Lomas P.E. FL No.: 62514 RegulationBusiness & Professional rya SCIS Home I Loy In I User Registration I Mot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Stall I Bas Site Map I Units I Search I Florida re 0USER:Product Approval USER: Public user Fr Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # Application type Code Version Application Status Comments Archived FL9174-R12 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Mark Garon Mari(_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Year 2012 2012 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL9174 R12 Eouiv WO2017-OO1112 Evaluation Report - FL 9174 PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0228-318958-138 S.Odf Approved for use outside HVHZ, Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Supp sloned.odfImpactResistant: Yes Verlfled By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Supp slgned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Parry: Yesdoor. 9174.3 5120 / 6100 19100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0230-318960-P10 S.ndf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart slgned.odf FL9174 R12 Ii 324620 P16 lamb Connection Supp sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 iI 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart signed.odf FL9174 R12 iI 324620 P16 lamb Connection Supo sioned.odfImpactResistant: Yes Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 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. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 tI 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.POF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 ti 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 319040 P1 Post'Istall Instructions sioned.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 it 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001R2 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 If 0232-318999-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 1311 Track Supplement Chart sloned.odf FL9174 R12 It 324620 P16 lamb Connection Supo sioned.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 WD2017-001R2 Evaluation Reoort - 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-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 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: +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. 9174.9 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 If 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 319040 PI Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 tI 324fi20 P16 Jamb 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 Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 IS' 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 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 tI 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 it 324620 P16 Jamb Connection Suoo sioned.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 W132017-001112 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-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sianed.odf FL9174 R12 it 324620 P16 lamb Connection Suoo sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 i1 0601-319027-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 I5120/5140/6100/9100/9400/9600 0602 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. 9174.14 I5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. FL9174 R12 It 307494 Pll Track Suoolement Chart sianed.odf FL9174 R12 ti 324620 P16lamb Connection Suoo slaned.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,POF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24'. Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 It 0602-319028-P6 S.odf FL9174 R12 It 307494 P11 Track Suoolement Chart slgned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sloned.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 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S.odf FL9174 R12 If 307494 Pll Track Suoolement Chart sianed.odf FL9174 R12 H 324620 P16 lamb Connection Sung sianed.odf Verified By: Gordon Thomas P.E. 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 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24' Glazing 0604 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.16 I5120/5140/6100/9100/9400/9600 0605 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 I. designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0604-319030-P6 S.odf FL9174 R12 It 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 It 319040 PI Post Istall Instructions slgned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.pdf 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 Parini: Yes IS' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 It 0605-319031-PS S.odf FL9174 R12 It 307494 Pll Track Supplement Chart slaned.odf FL9174 R12 tI 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 WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 IS' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 319040 PI Post Istall Instructions sianed.odfImpactResistant: No Design Pressure: +30.00/-33.50 FL9174 R12 It 324620 P16 lamb Connection Suoo slaned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- 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 WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 I5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: IS' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 It 0609-319035-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 It 319040 PI Post Istall Instructions slaned.odf FL9174 R12 tt 324620 P16 Jamb Connection Suoo slaned.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: Yesa • .. ••• •• 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.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P31 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16lamb Connection Suop sioned.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 W02017-00I112 Evaluation Report - FL 9174.PDF Created by Independent Third Parts: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Supo sicined.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 Nect Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 050-487-1824 The State of Florida Is an AA/EEO employer. Commight 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 1150.487.139S. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 4SS, F.S. must provide the Department with an emall address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reeo d. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please click here . Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concem: 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, 14 L,--:z4 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 No. 46718 ucf1ti STATE OF OR10P.•' C• 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 .tune 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. FL 91.74A FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 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 26.901 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-136 319022-136 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'x8' 18'x8'-9' 18,x8'-9' 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 sf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-136 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation kOON. D. '% k,00ICENSF •. 0 No. 46718 ti z3lc r STATE OF 2 ' iS ONAL et G .. 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 9'x10' 9'x10' 16'x10' 16,x10' 16'x8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact No Yes No No Yes Ratin 0Q- Table 1C - Doors under Evaluation pN.... Thr . CEN4 •.j9Ni No. 46718 ' O STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 8., Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 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-P6 319034-125 319033-P6 Impact No No Yes No No Rating Table 10 - Doors under Evaluation C. Conclusion 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 5'" Edition 2014) and 6v' 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 f 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, 14 L--Z4 Gordon Thomas, P.E. FL PE # 46718 TIDSi 1. NON-IuPACr msmsumr QAzNO OPI10N - .DSO• MOM TSB CLAZINC M MOLDED FRAMES SGICMEO 13 GA MORO ANGLE• TOGETHER MTM A NGMMM OF (1) Fea1• SCREW INSTALLED IN TOP OR MIEAIEOIATE SECTION (MOH OR MTNOUr OECORATNE MRATO MOM UMFORY SWIG DESIGN PRESSURES SH Ma Of TM ORAMNO. GLAZING 13 CA FLAG AHC1E- SMALL HAVE A MAQYUM HEIGHT OF 13.75• ADO A MAXIMUM LENGTH OF IL75. DAZING IS NOT IMPACT It CA MIN KOM RESISTANT ANTI DOES NOT MEET THE REQUIREMENTS FOR TRACK tlND-ROOD GENIIS REGGLt 2. WACT RESIlTANr OWING OPTION - IMPACT LAe SCRIIVIS RESISTANT DAZING SYSTEM MAY RE WTALLED M TOP 3 AS OR INTERMEDIATE IECTION (MIN OR SIMOUT DECORATIVE SHO H1 IUSERTs mA7R10 SMALL Ot 1/4 YAItRDAN-AR la G uM KAt P0L IE OR EWAL DATING fIMALL NAK A UAAMUM HOCHT OF ISM' AND A MATOIUM LENGTH OF TRACK SAW. DARNC IS 06-ACT RESISTANT AND COW YTER THE REQUIREMENTS FOR NDO-SORNC OEDWS REMOM S/1611-S/r LAo SEE 06TAL E ON SHEET 2 FOR ASSEMBLY DETALSL SdEM At EACH GLAZED SECTION REOUIRS REINFORCEMENT "ACNEIS JAM1 ARACIWF ArTACHW TO U-BM ON UPPM INIECIAL OR (SEE OCTAL O SLEET le GA J-sTRU1 SCREWED TO LAM 1/rtOdn6' TRACK INTCCRAL RSI of AND OF01ATO1 STLC M BE BOLT AND 1/a-20 KrA FACTORY INSTALLED. SMALLER SHALL FEND INSTALL (1) HUT At EACH a JAYD O,,a-Lan/r SOUP DRILLING gWTITE SRIVW TO ATTACH BRACKET LOCATION MEN OTTETO sTSE ROMrRNEEOFMfPEROCTALONSLEET 2. 3• VINYL OR I11000 DOOR STOP NALEO A YADWY OF 6' 0. G MUST OVEILAF TOP AND OM ENDS OF PANELS PODIUM 7nr TO MEET MAINE PRESSURES. a. NET LOLL SHOE I OM OR OPERATOR REQUIRED. 3. SECTION SHALL BE CONSTRICTED WITH FOAMED IN 1s OA S1IFFOED JAMB ! RACER PLACE POL METHANE FOAM INSULATION CHEMICALLY SEE SCMGDULE FOR SNOW TO 30 CA A11GMY FACER STEEL. APO A QUA ITY. LOCATION, POLYLIYINATE OACSA. OR 32 CA STEEL GAOLER. END AND TPE CAP to HAVE A IMLNY 1.1. OPTIN. L THE DESIGN OF ME SUPPORTING ST UCURA KEY Loot CA SLIDE LOOP LL EEImIFSSHAOELIE RESPONSIBILITY OF THE B07N rN055 fNor PAIMMONAL OF RECORD FOR THE BUILDING 00 amo TaIN OP TOI COILS FOR ITURS µNE LLOOADSLISTEDmsUUAMIIO. GSEE NOTE 4). Loaf Smbm FOR rw 7. DOW JAMB TO BE MINIMUM 2ao STRUCTURAL GRADE GL/aTY LU415A. REFER 1Q JAMB CON1EC110f SUPPLEMENT FOR YYQQL . SECLOM S" ATTACHMENT TO SUPPOR1UlO STRUCI RG OEM- SEE SIEET 2 FOR U-BAIL LOCATIONS L LOUVEI OPTION - .04W IGONDI LOUVERS N MOLDED ON DOORS WITH Do" FAMES SCAM Mg. R MTH A IOme1M OF (4) SECTION OuAmnws AND Fear SCREIS INSTALLED Of CHE BOTTOM SOCOOM. LOI USAREMOTIMPACTRESISTANTAND00001MEETSEE MOLES I AND 2 ON THIS SHEET FOR tee RECIA 11NM FOR BE WUVEIn OPERATORC.CIrov Nlra ILA .r TNG NYNVNNr ro TYr Moro. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE ux DOOR X0 IN60RY LOAD EACH JAMB (PLF) VKDTH 16•- r ALL 201.2 -23L4 la-r ALL Ie1J - Id 1 -0• ALL alSs.a -t 10-0' ALL lm -144.0 VLLLL11111f1 fffJ No. 77gIg •. i• O STATE OP AADMANY 111 1roL j``` oHI ODINn BRAD laI INlMMT NOS 00 n Ic sIM! Ia R 117aG IAOiO:LD1Al O ommin SEAL Parma aKY f01 v1wRGXlftl O NaOIAM D2alGeam OVAL CA ENO CAP IL I Memo ( e) CEHIN "Mm FM JOQR REQUIRED ON DOOR VOT1a GEARR THAN Ir-r. ( 31 CENTERNNOES FR JON? Aram" D1 DOW MOILS LESS a" OR EDUAL 10 12'-0•. JAMB BRACKET SCHEDULE DOOR HEIGHT NOof S ORACEf3 IDOL JAM® m1ACICIS MEASURED FROM BOTL011 Or TRACK DIMENSIONS A. 21 T 4 e a I 4,3-1 JD 34 a 4S-+ 4 4 e Ir 1.110a21-0 a a. tea a a a a u-+ 4 a s e a 1 a a 3. a .7-1 a a d1 a m. a s e a t a 21-0 a' a. 21-3 a 6 46 a s7-1 C a 73-1 UHT uOtE BRON OLLOMNO auENSION GRIMES SIATTED JA1111 BRACKET ATTACHED TO TRACK MIN 1/4-1010/I6' TRACK BOLT APO NUT. NLOAMC SUMMON DEMOTES OMCH INSTALL AAMO ORACET MSf"CO M ORIWLY SLOG 90 ADDITIONAL HARDWARE P® TO ATTACH 10 WACH. NMS MTH HIGH Urt. ROOF PITCH. AMO/GR GREATER MAN IT IN NEIONr REDLINE USE OF OONEIYOIIS BALL ANDS. SEC SUPPLEMENT MACH CURT FOR OETALA Wayne STATIC PRESSURE RATINGS APPAOVEE OESION +2180 - 2L10 MAX YID111: Dalton. INPACTP1C RATED BVES/NO YES MAX SEC5/-43.20 MAXTIONIG 1 rARArF nnnRC MODELS 5120/9100/ 9605 WINDLOAD SPECIFICATION OPTION CODE 0230 To DHot PITCH UPOAIW RLE r6/ seno ONO PART HOL I REV. 318960 P10 13 oA AOAISTABLE TOP — FLACE U-BAR OVER OITEM& mB 13 CA ADAWAKE FMIURE ATTACHED TO nM THE a) PIE-rVNOIED too ruin 6 PAC-PUNOBD HOLES 1 NOLES END FACING UPWARD IN aormill OF U-SAR AND ATTACH tNRY END CAI AT MIN (2) 1/1-140/8• EACH [tm mcl F2, CAOVIHE SCREWS SELF DIELwO tlEfIP 1fTC SCAMS FOR STANDARD TRACK Alto (3) h1A O/B saF DRILLING: THE uRETts FOR LAW HEADROOM AUCN (2 or OaW ARE USED TO ATFAt713) THE TOP DETAIL A TRACIV AS SHOWIJ. LOW HEADROOM TRACK DETAIL A 13 CA ROVER $I= ARACNCO TO USED ONLY ON IMPACT PRE-PYNO tO HOES IN TOP OF U-BARN ( U-BAR OVER OLIEOAAL NO WIN G A720 SECTION - 11 REUSESL1Wb ORCEMENTMIOLE1/MSUOE 70 ENSURE Fcka UPWARD ICHED HOARATMATTACK SEACHTm F BR ATTACHED PROM AUODIENT OF ROUMMU CAP T CACH ENDWNIIN tM 14.7/B• MTN f , /C lad/O' 1 IS CA ICIICE ATIACM / fY 7TIOW Y-om PLACED OVER TOP COMPUTE some (2 \ 1 WITH (R) 1/hlad/A' aO ON THE BOITON SmT01N SHALL ONLY MROUCN 9oM C1NJPTITE SOIEWS (1 or BE ATTACHED MID! END CAR AT EACH ORACET ON U-OAR) ' I0001 ARE FACTORY END MIDI (1 1 h11d/B SLIT ORR!!NC ATTAOI[DI t OtlMPmE XNLY L=I GI! 7NE ( wm7 DUE m CLEARANCES REOLM TO r NYLON s10GNCARO INSTALL SCREW AT THE ENS OF THE BOLLE4-1,12l TAM PwQi ON wVICTI P00N5ORtohl/2' 67E11 ( TAIL R = W MLEA SLIM AND TGPM1-- Kt IB G MNOE ATTAOI(D u- DARorAN0AA/pTTT•A04WAIN (0) 1/h204/B' CAOmIItE su2Y4 (2 aF AL M IIIE1/ HDOI ARE FACTORY TNRU NNO® HMO AT ATTACHED, 3 OF WHICH WIMED1AIE FACE ARE ROO INSTALLED Dfm ON (1 t1Oal FL.ANOC TOP LEAF• Alm I OF O FELD IMiALLID AR ANTI B0T10YMW101LEAFAND1TOW THEN PRE-PLQICK D ALOE WEE Of U-GAR AND w u DETAIL IMiECAAL Rm OF SECTION) C It OA BOTTOM BRACKET FALRd1' ATTAtlm WAIN ' A 1/a-IId/B• PUCE U-BM o1 t CIIEOIK RB WM TIRE irnE6 ORACK TIOON m OEM M ENBRAGZtANDATTACH711A{I END CAP AT EACH Em WAIN t 1/h11.2 SELF OALUNG GAWP SCIIEW CAR DUTIES AESLSGNCE, Wlidl TIRADES MUST 9[ Sl1M(4E0 TO TE e0T10/1 AR WAIN 2) 1 h11,0 SELF DETAIL SHOW AND USE (1) t/1-14t7/Y SELF DRIWNG C IMPS SCREW ACROSS TIE OOTMM OF111E WHOM LI-BAR ATEACHPIE-PUNCKM D KOM AT CONY D HWCE LOCAiIO/. MBE (1 1/.-20G/a' CRIWTTE SCREW AT &FA SEE IMPACT OOTTpI aRACW PaE-PUNOEO k" LDCAn*M OETAM INRR 9KKT. M 1 lllg SELF ORLUNO MOPITTE Ai ., ONORDOTONA•SOUT It QEIFATOR AG BRET. M J-STRUT & SUIE11 ONLY REOUlllto allWAQ BLAMED SECTIONS SEE NOTE 2 SKEET I xot,, FIF'TAH F fad/ 4• Mw STAINLESS SC671S WITHSTAINLESSr • • WADED BER MIRWASHESS t/ r D.C. MAIL y Q;: 'LtGENs'•.!Yj I, l{ ws- SEAR CC /F LTRACLAZEsmepAtAL SEALANT OR Z A0. LaOYALEHTSTATEOF : • ` MCA SITtL ONACE FNFtIIIIt0 DANHi A ADYFYI R 1KOITd> u l101O tE0 FL R 7FW R IF AOkaMASS M ONLI fill xacum a 000.4RnWN allALII RaN-smucaum OECCAIM1E Rtl1O1 WINDOW TRW DETAIL E NON- STRUCTURAL OECORATIVE CUTER WIN!" , RIM 1µ• MLYCAPBOIAIE SEI.TIDMM Oa CA WAIN O ',ARS IB G. m 3BLOCATED004171SHOWLPoaSASSHOW A) OCR" Do= RIIN ('Y. wMMNa CA LO AT IMIFCRAI R03AS1. ALLU-BARSWALL of KAM OVER IMMORAL Rif NO ATTAOED 11EW PPE-PUNOffD HOLES WITH (2) 1/1-OW/B• CNAPTIM UK" AT EACH INTERMEDIATE KNOE LOCATION, ( 1) 1/h14.7X SELF OPIUM OIIMPTIE ECRE4 AT EACH ENO CAP (D=n WIN U-OARS ON BOtiON 6ECTOW - SEE OEWI a AND D IIOS MAN 1/ Mtae/e' amumE 6aREW4 APAamBUTaY ImWILr a EMD a oaNMlZ. IMMmIMED1ATE (ONCE LOCATION. NO (q 1/4- 144)a• OmIPTITE SCREW Al"TI IATELY or FROM EACH END. FOR owM'OINS oRrAim MAN Ir-o'. THERE s11ALL DE A TOTAL OF (10) SCAM AITACHOM CAW WBAR DWI BOTH U-BHH ON 00T10M SCCl10N 91ALL NAK A fOTK K (Iq SOWN EACH. FOR 0001 TLO7M5 lESS 1WW OR ETAIAL TD 11•-O•, THERE VALL of A TOTAL Of (16) SCEWS AT1A01WO EACH U-OAR EXCEPT' BON U-AAM ON BOTTOM SECTION HALL HAW A TOTAL W (14) SCREWS EAOL 2. WASH IKE EIL1PBON or IKE (a) P*E-PUNOIEO HOLES ON INC TOP OF EACH ENO USED FOR ATTACHMENT OF INC HOLLER O1 AIM THE (41 BE-PUNC ED NOES IN THE BOTTOM Of EACH ENTI USED PO ME ATTAOIMEMT OF THE TOP FOnU E AND UMESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE-MACHBO HOLD w ALL WARS WALL at ATTACHED 10 DiE DOOR 141H 1//-1/0/ K OW MTE SCAEWt I III QA U-BARO SHALL K LIAMPIM ' Mr APPROOMATPLY W FROM EACH OLD. lw r Y0 '=2080 w, 6-G Wayne OE$Cll f25 NAIf W, C111 4nTEST ( +3L85-43.20 MAXHEIGHT' 8-17' FIF Q'! IMPACT D RAYED YES k YES MAX SEcnDH HGCWr ]I• A G ton. GARAGE MODELS 5120/9100/9605 2VlsoN OF OVERHEAD0" OW PEN3s AA00P I A322114 WINDLOAD SPECIFICATION OPTION CODE 0230 A7 -0a00 Bp/m IODISED .NOD 7/12/ Oe POARO TIME S/ 21/f017 ENO PART NO. I REV. 318960 P10 i- 14" MAX 12" MAX MAX I I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAYM A Kcomw, PC OIIN4676OIY ROAD too INT MPL OftIt1A'APC77"S 7M K 117SU 7gtUMONAL CNONEIDYI QAL PROMEO WILY FOR VIVICATIaK ar NaIdAO MWft COON @TA1LL PLATE LOCATION HEDULE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 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 SCHEOULE- RSW 13 GA MIN CONTINUOUS WALL ANGLE 1111111f/!/// NE Qr o' j NO. 77945 STATE OF o' VAL11 ENG•`. TRACK 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOOR MAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSF -52.0 PSF 18'- 0" 46.0 PSF/-52.0 PSF JEO FORMAT. EO ALLOWABLE IFS TO S2. 00 PSF FOR R VaOTHS I ' TEXAS WALL TO * CONTINUOUS ICW. ADDED ITE MOUNTING 6024 WITH OVERLAY MU CLIP 8/ 21/07 IPOATED MODELS 0 IN Cwm 1TE0 SPLICE k CUP 2/ 06/07 IPOATE MOUNTING AL DRAWINGS. I0/ O.S/07 NOATED CHARTS TO MATE THE USE OF CLIP REPLACED 0ACiH05S THE DVANOM 1-1/2' TO 18' DOOR THICKNESS RT UP TO 14' MICH. 12AIloo UPDATED TILE Dc 6/ 2/10 UPDATED TITLE DK. REMOVED CHART. 11/ 13/13 UPDATED TITLE jWpjr&. DATE NAME DRAWN 8/21/07 GRT CHECKED 8/21 07 MRB SHEET 1 Of 2 33115 #= SON DRIVE PEN 8 Do'2s,. ORAWING PART NO, 307494 REV, P11 TRACKSUPPLEMENTCHART 2 3/4" tl" EDGE DIST REVISIONS INCH ' TRACc—CLIPS:TEXAS WALL ANGLE 12 FOOT UPOATED 1 8 2-24 E60XX BPi B/11/03 MIN. 1 /8 V 2-24 P3 UPDATED FORMAT. INCREASED A1UOITABLE RESSURES TO MIN 3/16" THICK 4 M.00/-52.00 PSf FOR ALL DOOR T°DTHS STEEL FOR MOUNTIN WALL ANOW CHAXaEO .ON NUOGLE' m -DONnNuous 5/16" x 1-5/8" WALL ANGLE SMYE MOUN711N LAG SCREW OR TAIL. CHAROM TO EQUIVALENT INTO CRTT4/2/o7 s MIN 2 x 6 N0.2 TRACK CLIP PAmmSPF (G=0.42) OR M aaUOO BETTER AT EACH 1/4-20x9/16" D so24 IMTN OVERLAY EDDULE_G HOLE OR PAIR OF TRACK BOLT AND car S/21/o7 HOLE LOCATIONS 1/4-20 HEX NUT UPDATED MOO= STEO IN CHARTS UPDATED SPUTE A; CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SC Lm B 2 3/4" OPTIONAL: WALL ANGLE MAY BE PS UPDATE MOUNTING DETAIL DRAWINGS MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CRY 10AM/07 WITH MIN. (1) 1/4-2Ox7/8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.Q. ELIMINATE THE USE OF E /e qJP aEPucEO WASHER AT EACH HOLE OR PAIR OF VAIN /9 A iNE BBANO HOLE LOCATIONS IN LIEU OF WELDING OLP 10/24/07 PS UPDATED SIMq A MOUNTING DETAIL C(PANDED 1-1/2' To yq. a/s• Dona TIHICKNE55 CRART UP TO 14• NICH. CRT 12/11/00 3/8" SIMPSON T1TEN HD, Dar s/2/10 UPDATED a eLaac 2-3/4" MIN EMBED INTO P11 UPDATED TmE MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR BLOCK. REMOVED CHART. Off 11/15/13 OF HOLE LOCATIONS 11 1 ! P12 UPDATED nTLE WALL ANGLE J !(b Esc e/Ts/v TRACK BOLT AND PANE 1/4-20 HEX NUT 1, O: CONCRETE MOUNTING DETAIL to TRACK CLIP No, 77945 S _ STATE OF s' oNAL Wayne DATE NAME Dalton., DRAWN B/21/07 MOUNT ad0°91Go ,o GARAGE DOORS MRTCHECKme/21/o7 Mae SHEET 2 OF 2Lam nK M47 Tx rt117uS 1393 AOOISON DRIVE DRAWING PART N0. REV. PROIQ9MON F W11101•, CO SINUCI H LT 1>AVDNIWME "M 'S CORIII VIOM ONLYF01 TRACK SUPPLEMENT CHART PENSACOI.A. 4-98 A 32514 B$ OL . FLOM A 307494 P 11I Wayne Dalton. GARAGE DOORS 330S ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 QCEN No. 77945 xN STATE OF / FS''•. ,ORION.. ' S ONAL ENG• fff OVA7ME A IO1112MIN, PS 43" HtIIMHY AOAO 140 MOUNT NO t, Quo 0. PE 77415 Tt PE 117= PRWMONAL 0R7MMn SEAL PWAM O4.Y IN VWICAOHM O+ MIMOAO 006HRUH.IM WrALL B' MA A- YA1 MINIMUM 2a/ rk MEA LOICK sauTNFaNACI LUMBER. cis 2-3/4' 2) 3/9- SI4PSON TREK NO SCREW ANCHOR WTH A 1 1 4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. OET2L1 MINIMUM '1500 P4 f1111GNm NOTE,MAXIIAIM OESION LOAD CAPACITY OF 20M LOS REVISIONS P17 UPDATED TOLE BLOCK ESC 6/13/17 . i At DOOR maim SEE DUALS 1, 2, AND 3 REQUIRED FOR VERTICAL PDSI REINFORCING SYS'TEM/S HEADER LOOK SE LOCK SOUTHERNLUMBER— % 4--J J \ 1-1/YJ I/B- SIMPSON TITEN NO GCREW (4) 3/B' VIA. LAG STREWS IOR VATN A 1-1/4- WASHER AND WM 1-I P 0.0. WASHERS. 41MUM EMBE04 DEPTH OF LAD 5 SHALL NAVE A 2-3/4' AND A MINIMUM WOE MM114UM PENETRATION OF DISTANCE OF 4-. 1-B//3322 INTO THE MAIN DETAIL 2 SUPPORT MDIBER. QE7d 3. MINIMUM "on l -A a 1 tIM I NOW* T LOADOf2400E9C CAPACITY OF 2430 LBS SHEET I OF 2 CHEC KE0 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 1 P16 Wayne Dalton. GARAGE DOORS 3325 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-2880 tK1At1E 1 KKRM91, K al75 CO HO ROAD 1pNOWtNOPG FL PC 7f111a! TICK117p5FROFES401W dOO1aMI SEAL FROM D) ONLY FOR 1MACAO9N OF 1191OA0 CONSIINCTAN OLTALS MIN 25M P9 CONCRETE MM- MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE: DESIGN 2 3/4- OF SUPPORTING, STRUCTURE SMALL MIN ED OIS BE THE SOLE RESPONSEUTY OF THE PROFESSIONAL OF FOR THE STRUCTURE s 3/ 8• SIMPSON TITEN NO• 2- 3/4• MN EMBED. WN LY BEIIAM JAMB BRACKET LOCAUG JAMB BRACKET V`- 20. RACKBRRAMO 1/ 4-20 HEX N TRAGK 01RECT CONO C'1F M0 1MTIN0 0FTA11 O • No• T1945 * _ S' CA•m OF 24 iOiC •'•., FOR\!-••`/ SSIONP& MIN 2 c 4 SPF (G-&42) OR BETTER WALL STUD NO E, NAX ALLOWABLE FASTENER LOAD MAY EXCM THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBIUTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE - HOLD BACK INTERIOR SHEATIONC 5/ 18• LAO SCREW NTRI 1- B/3((2:• CM8 )m N CENTER OF JAM aBRA `E LLOOCCATTRW JAMB BRACKET 1 4-2D8B/14• ACK 81 AND 1/ 4-20 MU 14 TRACK ORIiM W17M u011M71N0 ORtI MAY l'10 RC pE7i •f: FAl7FMER JAMB CONNECTION SUPPLEMENT A P17 UPDATED TITLE ELC SS/17 DRAWING PART NO. REV. ' 324620 :, P16 ' i 1 /2/2018 I Florida Building Code Online Business 8 ReguQafion 6CIS Home Log In - User Registration Hot Topics 1 Submit Surcharge Stats & Fads ! Publications FBC Staff SCIS Site Map Unks I sear. j' ; Product ApprovalIs,I USER: Public User 4?j X- Product Anoroval Menu > Product or Application Search > Application 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 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 9 1- 1 0. _ Standard AAMA/WOMA/CSA 101/I.S.2/A440 AAMA/WOMA/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 II Sections from the Code https://Ooridabuilding.org/pr/pr app_ U.aspx?param=wGEVXOw(OgtvA%2bxmzklhGuBV5nRNMfolOM5dhG310CYhzgZSGolvg%3d%3d 112 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 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 11 SWD002 SS 2017-06-15.odf 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 FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 [I 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 FL19715 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 PER4805 SS 2017-06-14.odf 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 FL19715 R3 11 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 eak Ne><_t 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: 0®®©= Credit Card Safe https://floridabuilding.org/prlpr app Otl.aspx?param=wGEVXOwtDgtvA%2bxmzklhGufBV5nRNMfolOM5dhG310CYtizgZSGolvg%3d%3d 2/2 9 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER Of INSTALLATION ANCHORS DEPICTED S THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MQUMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF EI/2 INCH THE DEPICTED LOCATION I SPACING IN THE ANCHOR LAYOUT DETAILS H I.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS ACQUIRED AT EAO4 INSTALLATION ANCHOR WITH LOAD BEARING SNIM(SI. MAXIMUM ALLOWABLE SHIM STACK TO BE 3/2 NCH. SHIM WHERE SPACE OF 1/16 NCH OR GREATER OCCURS, SHIM(SI SHALL BE CONSTRUCTED Of NIGH DENSITY PLASTIC OR BETTER. 1. JIM INSTALLATION. FOR INSTALLATION INTO WOOD FRAMING USE b WOOD SCREWS OR II GAUGE ROOFING NAILS OR IOC COMMON NAILS Of SUFFICIENT LENGTNTOACNIkVE 1.1/2 INCH MINIMUM EMSEOMM-FINTOW000 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3W EDGE DISTANCE. L AN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE BB NfUPING SCREWS, OF SUIF.*IMT LENGTH TO AOUCA A MINIMUM OF 3NNREYONDMETALWALLINSTALLATIONSMALLMAINTAIN MIN. 3/8• EDGE DISTANCE. I. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE NiO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1•IAtMCM MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 1. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X SUDf TO CONCRETE/MASONRY. OR DIRECTLY INTO CONCAMMASONRT, USE IAG INCH DIAMETER RW TAICONS OF SUFFICIENT LENGTH TO ACHIEVE 1-Ip INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' EDGE 0STANCE. 1. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE AID SELf•TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 rmftEAm P N RATION BEYOND METAL WALL - III. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL fINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EOGE DISTANCE S MEASURED FROM FACE EDGE Of BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 13. INSTALLATION ANCHORS SHALL BE INSTALLED W ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL HOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES; A. WOOD• MINIMUM SPECIFIC GRAVITY Of O.SS. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OP 3LXU PSL C. GROUT•FILLEO CMU- UNIT STRENGTH CONFORMS TO ASfM 090 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 r51 AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 0. HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 VA E. STEEL - MINIMUM YIELD STRENGTH Of 31 KSL MINIMUM WALL THICKNESS OF 47.6 MA (0.047B' or 18 GAUGCI. MIN. 1/2' EOGf DISTANCE. f. ALUMINUM• MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF V16'. MIN. 1f2' EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN D DESIGNED AND MANUFACTURED TO COMPLY WITH THE GTH EDITION FLORIDA BUILDING CODE IFSCL EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 10111-ILVAAA004A11 2. ADEQUACY OF THE OUSTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND IX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. A. THE INSTALLATION DETAILS OESCRBEO HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OFTAIUD HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•/N!IZ AREAS. N HVH2 AREA& ONE TIME PRODUCT APPROVAL TO RE OBTAINED FROM N.IAMd•OAOE RER OR AU. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRNG IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL- PVC 7. IH ACCORDANCE WITH THE 6TH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS OENNED IN CHAPTER 21. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASSCHART& SEE SHEET 6FOR GLAZING OETAILL TABLE OF CONTENTS SHEET REVISION SHEET OESCRIPTION i INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS VERTICAL 6 HORMONTAL SECTIONS (JAIL FIN) S VERTICAL 6 HORIZONTAL SECTIONS (SHROU614 FRAME) 6 NORU04TAL SECTIONS. BUCK INSTALLATION.6 GLAZING DETAIL MAX OVERALL SIZE comm. DESIGN PRESSURE MISSILE IMPACT RATING WIDTHRELENT36' BA' O/X 35 / -35 PSF NON IMPACT 3r 66' O/x 501-50 SF NON IMPACT U. 74' O/x 50 / -50 PSF NON IMPACT 36' 7r O/x 35 / -3S SF NON IMPACT M' L2' O/x 50 / -50 PSF NON IMPACT A6' 7r CIA 35 / •35 PSF NON IMPACT AB' BA' O/X 20 / -20 PSF NON IMPACT 3r 72' O/X 25 / -25 PSF NON IMPACT 36- 03.7r O/X (ORIEL) 35 / -3S PSF NON IMPACT MB' 96- O/X (ORIEL) 20 / -m PSF, NON IMPACT 72' 6r O/x-O/X 35 / 415 PSF NON IMPACT 7r 64' 0/XO/x 15 / -35 PSF NON IMPACT 76' 1 IIr OIXO/X 50 / •50 PSF NON IMPACT 76' 72• O/X.= 50 / -50 PSF NON IMPACT 7Y 77' O/X-O/X 25 / -23 PSF NON IMPACT BO' 74' O/X-O/X 35 / 45 rSF NON IMPACT 96' 74' O/X•O/X 30 / •301SF NON IMPACT 106' 62' O/X•O/X•O/X 30 / .50 PSF NON IMPACT Tor 72' O/X-O/X-O/X 50 / •50 PSF NON IMPACT LOB' BA' O/X-O/X-O/X 26/ -25 PSF NON IMPACT OlmafF- Hq JYnn.•F.Nmvo.PA Ado& C I Am AWO-v Uw 6A41ILW11 FLU: FL19715 OmA.200.06.13 1C:111ri-cKw 414 Silverl ine S:- Andefwn mplm I• u.•. AaaAl C![ St1Y[1b.1.9 6L1VE 14d Yu+sw7fAN! IWA M D1214Jj• o 1' T`-ULC"- 11111LLL` ! IO a ii myM m2 H Np OOp v Dw6 a: SWD0. 02 SHEET,. 1 OF 6 MAX. HEfE MAX. FRAM HEIGHT 91 MAX FRAME WIDTH 4A• ELEVATION SINGLE HUNG WINDOW MAX FRAME 1L2oTH 96• 6 E a 3 f 3 C • p • O. 4 7 FRAME HT 74• X• •X' 40 ELEVATION TWIN SINGLE HUNG WINDOW or I QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS Moll ALL M01oas01 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONs FOR ALL MDI4S0! MnNGS. TWIN UNIT coNNGuRATIDNs MAX M, HEIGHT L MAX FRAM HEIGHT 9! MAX. FRAME WIDTH 49- ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH IOb•-I TRIPLE SINGLE HUNG NANOOW SilverLine L)A rocictsen Stl•Fht!( 6&M NO•M ••YM:Wlt( w0•'At M pL`I .If1000 r sWs h Uj a C GUj F d n r G o FFt4u11ULLLL ^ u1 x: 2 OF 6 2' MAX. FROMCORNERS 11' MAX - O.C. 11' MAX O.L. r MAX. 4 1/Y MAX LOwas--r — O.C. 4 1/r 0. 2' MAX FROM CORNERS Ir.QTL—..rwns•TOO 200r YMAX s,..uK.wooKo.uxa•oc FROM T.4e,Luu.m slu CORNERS ANCHOR LAYOUT NAIL FIN • SINGLE HUNG WINDOW 6- MAX CORNERS r - 20' MAX O.L. FROM 6' MAX. CORNERS i r 20' MAX. O.L. L 6' MAX FROM CORNERS L ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 1IQ INN I— 41/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW 1' MAX FROM ~ 6' MAX• CORNERS I O.C. 6' M 0.1 I' MAX FROM CORNERS 6' MAX FROM r— O.C. 12 3 MAX CORNERS o. 16 V o `— ANCHOR STRAP 6• FROM FROM CORNERS SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME • TWIN SINGLE HUNG WINDOW III-1. F •6O X ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW lr MAX. O.C. IN:01II n ANCHOR STRAP P/N 50-2995.2 SEE SHEET 5 FOR DETArLS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line An CfiE•FL Im oNesn .Nuvt IaM LhN:WIroot w onK ostl•Ts•mo m z o M n52 a<=C W mG2 & j ow- c W uj a o am hJ V) Z ly O N V, C tj m 1Q Lu 1 ov ot M o W 0 SW0002 EET: 3 of 6 CONCRETE/ MASONRY 1 1/2• MIN. BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS a ' 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8• MIN E06E GIST. Ste WO00 SCREW INSTALLATION ANCHOR EXTERIORFD4 BY OTHERS 1/4' MAX. PERIMETER / \ SHIM SPACE SEALANT / O.A. BY OTHERS 1 UNIT \ HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 6 VERTICAL SECTION q HEAD .2X WOOO BUCK NAIL FIN SEE 6LAZIN6 DETAIL, SHEET 6 EXTERIOR tNTERtOR O.A. UNIT HEIGHT PERIMETER 1SEALANT BY OTHERS 1/4• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS asWOOD SCREW I•••• ••••• INSTALLATION ANCHOR 3/8• MIN. t WOOD BUCK BY OTHERS E06E DIST. SEE SHEET 6FO CONNECTION DETAILS P-:• CAULK BETWEEN CONCRETE/ MASONRY 3NCRETE/ MASONRY 6 2X 1 1/2• Mm BY OTHERS WOODBUCKBYOTHERSEMBEDMENTA VERTICAL SECTION q SILL • 21I WOOD BUCK NAIL FIN 1/ 4• MAX MIN. 3/6' EDGE DISTANCE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MtN. 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET METAL STRUCTURE INTERIOR US 6R. 5 SELF•TAPPING' SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O. A. UNIT WIDTH C HORIZONTAL SECTION q JAMB • METAL STUD NAIL FIN SilverLine L-. ltufersl:n arc : ar[awE oaevFao. r+u w .wu w or o+ r* Irtl•Y lmp z^ a 3f v 2a1 W ma2=_ s i a n w o a h m 0 a H C Aj p v mH a. Lutu ex c w m i a+ i mvl mz vr v 2 G u v1 DWG A: SW0002 SHEET: 4 OF 6 R'10 WOOD SCREW 3/4' MIN. SilverVneINSTALLATIONANCHOR EDGE DISTANCE 2X2X WOOD BUCK/STUD BY OTHERS I./n(fl'15t nCONCRETE/ MASONRY • SEE SHEET 6 FOR V4- X. MA ' BY OTHERS CONNECTION DETAILS . 3SHIMSPACEMINTHREADS CAULK CONCRETE% WEEKONRY • •" •' SASH REINFORCING PENETRATION BEYOND BY OTHERS SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE GLA22NG r MIN. 1/2' EDGE DISTANCE at Mall u - 1 1/2• MIN. DETAIL SHEET 6 I nose,..ureaacewm+ot EXTERIOR FINISH ..... EMBEDMENT ^ t•1000 BY OTHERS INTERIOR #10 6R. 5 SELF -TAPPING SCREWV4* MAX2 PERIMETER SEALANT SHIM SPACe INSTALLATION ANCHOR g v1 8 BYOTHERS % ` METAL TUBE/STUD OR APPROVED N 1MULLIONBYOTHERS, O. A. EXTERIOR ( / INTERIOR SEE SHEET I INSTALLATION n •° gt 2'm UNIT / NOTE 14 u' HEIGHT % y W v m m SEE 6LAZING J/ EXTERIOR PERMETER SEALANT -' a tp •+ DETAIL. SHEET 6 BY OTHERS W ui e O. A. v F UNIT WIDTH v 0 _ HORIZONTAL SECTION VERTICALSECTION5JAMS - METAL TUBE/STUD OR"MOVED MULLON Tm 5 HEAD • 2X WOOD BUCK THROUGH FRAME THROUGH FRAME 5) s"4 PANCAKE HEAD Z SCREWS FROM STRAP TO Q SEE6LAEFRAME. HOLES PROVIDED 4.0000 4.0000 z DETAIL. SHEEETT 6 6 TOACCOMODATE U14 DIA. 2.0000 2.0000 m EXTERIOR INTERIOR 0.500 F.( d Z 1 ANCHOR STRAP, AT TWIN 6 LL G r- TRIPLE CONFI6. ONLY. SEE 0.0620 G PLAN VIEW - ANCHOR STRAP w UNIT // ) (P/ N 50-2995.2)' DETAIL AT 0 ) 4. 0020 HEIGHT RUNT FOR INSTALL REQ. 2.3750 PERIMETER SEALANT. Ito 8Y OTHERSRS V4' MAX. SHIM SPACE 0.7500( 2) 3.0000(2) 6.0000 INSTALLATION ANCHORS EXTERIOR f WISH FROM ANCHOR STRAP TO z O , . A:-. 1 1/4' MIN. PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) _ w BYO a OPENING. SEE ANCHOR I e EMBEDMENT REQUIREMENTS BELOW. PRECAST SILL ! a 0 BY OTHERS 3/16' ITW TAP CON .. ANCHOR STRAP ANCHORINS REQUIREMENTS: INSTALLATION ANCHOR • . . 4 A. FOR INSTALLATION TO CONCLETE/MASONRY, USE (4) 3/16' ITW TAPCONS 1`3% 4' MIN• ° PER S11W. MIN.1-1/4• EMBEDMENT, MIN. 1-3/4• EDGE DISTANCE. EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-ORMLD46 SCREWS, 1:', 2 kj GA. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN,3/4' EWE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) 910 WOOD SCREWS PER STRAP. MIN. 2 p VERTICAL SECTION 1-1/2• EMBEDMENT, MIN. 1' EDGE DISTANCE. a c 5 SILL• CONCRETE/MASONRY oWGa: THROUGH FRAME 5 W D 00 2 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINF0RCIN6 EXTERIOR REINFORCIN6 SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION /-H--\ HORIZONTAL SECTION MEETING STILE 6 INTERMEOIATE FRAME MUWON I- ALUMZNUM SASH AMFORCD46 ti REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X). OESI6N PRESSURE •/• 35 PSF 36 X 84. (O/X), OES16N PRESSURE •/• 35 PSF 38 x 74, (O/X), OESI6N PRESSURE •/• 50 PSF 38 X 77. (O/X), OESWN PRESSURE •/• 35 PSF 72 X 84, (o/X•O/X), OESISN PRESSURE •/- 35 PSF 76 X 72. (O/X•O/X). DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-0/X), OESISN PRESSURE •/•50 PSF 108 x 72. (O/X-O/X-O/X), OESIGN PRESSURE •/-50 PSF J OTa - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUVXO FOR THE FOLLOWING SIZE/RATrWS: 76 X 62, (O/X-O/X), OESI6N PRESSURE •/- 35 PSF 0 • STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWrNG SIZE/RATIN6S: 76 X 62. (O/X-O/X), DESIGN PRESSURE V. 35 PSF SilverLine NOTE: bvWemn ALL 6LAZING CONFI6URATIONS SHALL COMPLY WITH SAFETY 6LAZING REQUIREMENTSg711OUTLINEDINCURRENTF8CANDASTME1300 . GLASS LOAD RESISTANCE. o o. • . • • o o CK a4KatK at•E wam ow .n+a w a»e f a usam 5/8' O.A. 1.6. GLASS EXTERIOR // tNTERIOR p O MrN.GLASS 6tTE t/Y1 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: 1. LOCATION OF BUCK OR WINOOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I' MIN. CENTER TO CENTER SPACbS BETWEEN ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED IS NOT EXCEEoEO. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4' rTW TAPCON ANCHOR 4' FROM CORNERS 16• MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFLCIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 EMBEDMENT " 1 V2• MIN. EDGE DISTANCE 2' MIN. EW DISTANCE - • ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL c 41 IOoln lv=I 2I 002 OF 6 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: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hernnes 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' F. O ZZ . o• TT = 10 ONAI- Hermes"011*1E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(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 # 73778) for Silver Line Building Products based on Method A 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 6' 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 61' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\ BUILDING DROPS FL#: FL19713 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 q: 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 q TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/OS/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization q: 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 A\\ 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 p8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SW0002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Florida Building Code Online Business 8 Professional Regulation 8CIS Home Log In I User Registration Hot Topics : Submit Surcharge Stats 8 Fads I Publications F8C Staff SCIS Site Map Unks Sear• dbProductrS Approval USER: Public User C Product Approval Menu > Product or Acolication Search > Aooliration List > Application Detail FL # FL12194-R6 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 Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits 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 04 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 0 https.//www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Gg2sYGvu%2bwcrWmooed2jG%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 FL4 - I Model, Number or Name I Oescriptiori., 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 Il ALC15001.3 2017 FBC Evaluation RSoort 04 T Soffits final.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.odf Created by Independent Third Party: Yes Back Next The State of Flonda 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 addi if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: W 0 f9= R M Credit Card Safe https:IANww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwt0quk24AUC%2fEHMrNrkL4bysAL4Og2sYGvu%2bwcrWmooed2iQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29814 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 Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 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 ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for Stale of Flonda 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PRY R. ,,'',, 2017.09.01 No 74021 10:06:18 04'00' STATE OF '• AN'.Ac OP.• i Z G Zachary R. Priest, P.E. R ` Florida Registration No. 74021 Organization No. ANE9641ONA- ? 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 LimiTAnoNs 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 II 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location IF Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-9 Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 1 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 inch 0.072-inch dia. x min. 1/4-inch 48 1&inch spaced 8-inch o.c. and securing each palap phead 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 psf) 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 inch head diameter Wood 1/4-inch crown staple dia. x min. 0.0ad16-inch pattern spaced 24- sscrewspaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- dish spaced 64.264. inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o c panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 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 225.6 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- 2716F-4 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood 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- 143.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16 inch Wood inch leg staples in diamond pattern Wood 1o. ch leg staple spaced panelo.c. and securing each panel finishing nail with min. 3/16- l43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 23.5 16J 1 16-inch Wood crown staples idiamond pattern Wow 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 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 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.t/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. hasanknailchinchail x 0.072-inch diameter 12-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 xinchcrown 1-inch 0.072-inch diameter 801 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 z 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 pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one 164nch 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 pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 nch 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 I MDP No. Width Psi Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment 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 through the rafter 12-inch o.c. securing each panel One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the lap One (1) 18 ga. x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg batten or two (2) Wood inch crown x 1-inch finishing nail with min. 60 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 8-inch 3/16-inch head spaced ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga. 1-inch %- One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x x 0.072-inch diameter 24J -2 Max. rafter with one x 1-inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. 253.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75 securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batteNrafter 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" hnad dia. nail with min. 11r" engagement(ior wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engage-mont(ior concreto 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 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 f KtVM SOFFIT STAPLE OPEN RAFTER I ; DIAMOND PATTERN 3/4' X 1 /4' 1 I D ETAI LiCROWNSTAPLESva• trvca i USING A DIAMOND SUPUi i PATTERN FACIA BOARD i FASCIA CAP 12 F-2 3/4' X 1/4' CROWNJTRIMNAILFACIA BOARD 8' 11-3/4- STAPLE ON CENTER TRIM NAIL P' F' CAPCHANNELCANBEPAINTEDS.S. 4B' INSTALLED WITH THE OCFASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE g0-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 I i f%C" SOFFIT STAPLE DIST DIAMOND TAIL PATTERN FACIA BOARD \ ate[tvEEn1; ass , 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A OIAMONO PATTERN FASCIA CAP 12J-1 3/4- X 1/4- CROWNFACIA 8- 1J—CHANNEL BOARD 1-3/4• TRIM NAIL STAPLE ON CENTER JS.S. PscrewedtocoffitPAINTEDwithone(1) MB x S.S. 48- FASCIA CAP 1/2" x 3/8" head O.C. diameter ccrew• 3/4- X 1/4- O.C. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE 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 1'14- CROWN STAPLE OPEN RAFTER FASCIA BOARD N GA yr 1-U1 1617-1 SOFFIT & FASCIA 16F-5 DETAIL L 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. l"" engagement(ror wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(Eor 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 Lj i' ":" `` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a- ' DIAMOND PATTERN 1 CROWN STAPLES ,DETAIL USING A DIAMOND , fL0 ¢tvm" srAvL[s i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4• CROWNJTRIMN"AILFACIA BOARD a* 11-3/4• STAPLE ON CENTER TRIM NAIL P7:"F" CHANNEL CAN BE PAINTEO S.S. 48" INSTALLED WITH THE CAP O.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFIT- max. 16-inch span WOOD SO SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED 3.lb. CAPFASCIA SOFFIT 1"Q' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1".J" CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN OETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL 6 F' CHANNEL SOFFIT; MAX. 16" SPAN l W 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER z K `, SOFFIT STAPLE OAST DIAMOND vrTeT%AXN1 DETAIL PATTERN FACIA BOARD ` 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4- X 1/4' CROWNFACIA a' 1- CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER jS.S. PPAINTEDS.S. 4a' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFM-max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM NAIL fASUA BOARD PANTED S.S. CROWN1' STAPLES FASCIA CAP i SOFFIT USING A DIAMOND PATTERN: REFER TO 1'ef' CROWN STAPLE SOfNT STAPLE DIAMOND PATTERN DETAIL 1 ' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 1-4- CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT L FASCIAoo \ DETAIL nal I'ArSTP r 3/8 choBattenAnnchored to SOFFIT: MAX. 24' F-CMANNEL Ratters Qh one ld Ring Shank Nail at every Ratter W000 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 6112120-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 1f' TRL4 AILFASCU BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1-. J- CROWN STAPLE TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA 24F- 2 & OETAIL 24F- 5 I' ej' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal 1'.2' SYP Batten Anth—_ la SOFFIT; MAX. 2L' F• CHANNEL Rat flrs rilh an! lA 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B System No. Installation Detail I i' TRIM NAIL FASCIA BOARD PAINTED S.S. UGA i' T-NAILS FASCIA CAPr- SOFFIT- 1'.J' CROWN STAPLE 1 I' TRIM NAIL it gjjj FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1-4' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT & FASCIA OETAII Nominal 1 2' SYP Batten Anchored to SOFFIT: MAX, tl' F-CHANNEL Rafters rilh one Id Ring Shank Nail at every Rafter MASONRY ALC1S001.3 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 TRIM NAIL FASCIA BOARD PAINTED S.S. L: I-s;' CROWN fAStu (AP STAPLES USING A OIAMONO SOFFIT PATTERN: REFER TO CANTILEVERED 1-4- CROWN St APLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OEtA0. FASCIA BOARD SOFFIT b FASCIA 1 TRIM NAIL PAINTED SS. DETAIL 24J-1 & I's1' CROWN STAPLE 24J-2 FASCIA CAP: REFER t0 SOFFIT L FASCIA DETAIL 8 \ Nominal I' . r SVP battens stabbed between rafters and SOFFIT: MAX. 24' r 3/8'1CHANNELsecuredweftone (I) To ma IshankfailstrallihlnaYed mrougn the rafter Into me end WOOD SUBS tRA IE or the batten at two (2) Td nng sttank nabs toe•naded on other &We of me battern at the DalteNrafter 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 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. Vu,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean 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 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 offt Basic Wind Speed rnh, 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 1 -42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22 9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 411 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30 7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39 5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 217 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 23.3 263 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 notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 RooHeightfft Basic Wind Speed m h 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 60 174 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 139 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 25.8 291 32.6 1 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 160 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 299 33.7 37.8 42.1 46.7 60 174 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 HeRototfft 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 34.7 389 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 1 35.9 1 40.5 45.4 506 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" —L 3/8" J-Channel 3/4" Fr 1/8" HEM J1_ T -T 3/4" 1 3/8' ISOMETRIC VIEW 318' PROFILE ISOMETRIC VIEW 1/8' 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 3/4" 7/8" r 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 02S HP 0 12r 1Yr 18' BLANK 3 / 8 PROFILE 21IS' a[f o aaoa ooa 000ao oao 0000a 000a 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 ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE Carr. 0 ri'NO o.u-rr oaoo 000ao oaoo 000ao oaoo END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 19814 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6i" 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 Ent! Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTIA 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 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22 3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12 FULL VENT 12 CENTER VENT 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t11111111111 GPp R. G•ENSF • Ste'. No 74021 • Q: STATE OF :J CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for 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 LimiTAnows and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 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" 04 Soffit — 8-inch o.c. Fastener Location I r- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-9 Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail. One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 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. 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 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o C. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. 16-inch Wood staples in diamond long x 3/8-inch head diameter screw spaced 16-inch O.C. Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c. inch o.c. inch o.c Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0 072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 1617-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel 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- 143.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max' Three (3) 18 ga. 1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 23.5 16J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood Crown staple spaced 8-inch O.C. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch O.C. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel 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 1-inchx 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. ailhanknailshank x 0.072-inch diameter 12-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 801 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 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood staple spaced 8- leg s 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 pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-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 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1 75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 I MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min 801-60 1 &inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 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 min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 260 inch z 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 g1-inch a. '/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 253.3 inch x 7d ringg pattern spaced 16- min. 2.25-inch x 7d ieach panel securing3/ 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. No. Tinstallation Detail Min. 3/9" head dia. nail with min. IV" engagement(for wood substrate) or min. 0.097" dia. T-nail or atub nail with min. 5/8" engagament(for concreto or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I II \—"F" CHOANFNEL IT OVERHANG WIDTH VARIES) 12F-3 Wood, conc-- or Block, W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED 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 notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj L : SOFFIT STAPLE OPEN RAFTER , 3/4• x 1/a" ; DIAMOND PATTERN D ETAI LLCROWNSTAPLESI USING A DIAMOND 1 VW KWEDI sr.v.Es i PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4• X 1/4" CROWN FACIA BOARD 8" 1-3/4• TRIM NAIL STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT-max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L 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 Lj \\ L :T", I SOFFIT STAPLE DIST 1 DIAMOND IL DETAIL PATTERN FACIA BOARD I yr fETvtfJN/ 3/4- X 1/4- CROWN STAPLE -24- JTRIMNMAJL ON CENTER USING A DIAMOND PATTERN IA CAP 12J-13/4- X 1/4- CROWNFACIA S' 1L—CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER PscrewedtosoffitPAINEDone(1) NB x S.S. 4Bwith FASCIA CAP 1/2' x 3/a• head diameter screw, D.C. 3/4- x 1/4- 16• o.c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluai iron report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED 'a.**.—\ I FASCIA CAP SOfflt 1',I' CROWN STAPLE OPEN RAFTER FASCIA BOARD N W ur hNa 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT t FASCIA OETA4 f' CHANNEL—,,-, HANNEL SOFFIT: MAX. 11' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1!6" engagement(for wood substrate) or min. 0.097" dla. 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" fkT 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 Lj AIM `, SOFFIT STAPLE OPEN RAFTER 3/4' X 1/4' DIAMOND PATTERN I DETAILCROWNSTAPLES USING A DIAMOND WV KTVMI VAPUs PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4' X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 49' FASCIA CAPINSTALLEDWITHTHED.C. NAIUNG 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 t' TRIM NAIL FASCIA 10A10 PAINTEU D.S. FASCIA CAP SOFFIT 1'.4- CROWN STAPLE OPEN RAFTER FASCIA 80ARD 1".J' CROWN STAPLES SOFFIT &FASCIA USING A OIAMONO DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 OIAMONO PATTERN DETAIL fASC1A CAP: REFER lo TO SOFFIT t FASCIA 9- OE1AfL F' CHANNEL--".*' HANNEL 3/8 SOFFIT; MAX. 16' I ISPAN W 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER s , SOFFIT STAPLE 01ST I 1 DIAMOND PATTERNI DETAIL FACIA BOARD ' Vr crncrvI, srxcs i 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USIN° A DIAMOND PATTERN FASCIA CAP 3/4- X 1/4- CROWNFACIA e.ON BOARD1L—CHANNEL 1-3/4- TRIM NAIL STAPLE CENTER JS.S. PPAINTEDS.S. 48' FASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE SOFFIT —max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f' TRIM NAIL FASCIA BOARD PAwTEO S.S. I'.j' CROWN I FASCIA CAP STAPLES SOFFIT — USING A DIAMOND PATTERN; REFER TO 1'et' (ROMN STAPLE SOFFIT STAPIE DIAMOND PA I TERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1-.4' CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT A FASCIA \ OETAtI Nominal I4rI Batten AnChWed to SOFFIT: MAX. 24' F- CHANNEL Ralterrith e it11 onelARing $tu"I Nail of try Rafter MOOD 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 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 fASCU BOARD PANTED S.S. la- SMOOTH SHANK FASCIA CAP + ROOF NAILS SOFFIT 1-.t' CROWN STAPLE 1 t- TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER t0 SOFFIT t FASCIA DETAIL Nominal 1'2- SYP Batten Andwed to SOFFIT; MAX 24' F-CHANNEL Rafters ifA one Id Ring Shank Nail at every Rafter M0O0 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 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' T-RAILS FASCIA CAP SOffli I-.t' CROWN STAPLE 1 I' TROT NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 1'.I' (ROMN STAPLE FASCIA CAP: REFER TO SOFFIT A FASCIA BETAfI Nominal 1-Y SYP Ballen Anchored to SOFFIT; MAX. 24' f-CHANNEL Rafters rith one Id Ring Shank Nail at eery Railer 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 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'e}' CROWN FASCIA CAP STAPLES Soffit USING A DIAMOND PATTERN: REFER TO ANTILEVEREO 1-e}' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OE f A0. FASCIA BOARD SOFFIT & FASCIA 1 }- tRIM NAIL PAINIEO S.S. DETAIL 24J-1 & 1'01' CROWN STAPLE 24J-2 FASCIA CAP: REFER To Sorr1T t FASCIA DETAIL 1' wuanscaboaltenrauaboeabetweenTartanad SOFFIT: MAX. tl- 3/8'' 1-CHANNEL mcuteb vets an* (1) 70 mg Ithanknailsbolght-nailea W000 SUBS tRA lE through the tarter Into the an0 0t the barren or two (2) 70 ring spank nags toe-nadea on either woe of Ina naNern at the oattemtorter 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 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vint is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller. but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure 8 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 46.8 521 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60 3 66.8 60 25 3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 147 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 1 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 329 1 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 HeightHeift 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 29.1 326 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 303 340 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 29.9 337 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 25.8 291 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 1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 1 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 HeRootfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26 0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36 2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" -T 3/8" J-Channel 3/4" — 1/8" HEM T7 3/4" 3/8' ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/1- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of a This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" r 1/8" HEM 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 a2rr" 0.125- rn 18' BLANK 3 / 8 PROFILE 2 urW o 0000 aoao 0000a s aoo ooaaa 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 ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 1 7/8" 3 1/8" S/16" 4 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 2 OS' AEf O SA TYP C 12S'TVP o a000 oao oaaoo oaoa a0000 oaoa ENO OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics ; Submit Surcharge I Stats & Facts I Publications I F8C Staff da d b r E11'.product Approval USER: Public User mi'Ya"rE Product Annroval Menu > Product or Anollcation Search > Anolication List > Application Detail FL # FL5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 7 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d.hamer@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 193SS 610)651-5847 Mark. D.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Ema ll . Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the 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 il. 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 03161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file J//C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFIorida%20Building%20Code%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 1i^13.i T;,;;' •.. _1::: s.'ii vR'165 .R>i R Li..' 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.odf 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-R12.odf Created by Independent Third Party: Yes back Nc The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SS0.487.139S. 'Pursuant Section 4S5.27S(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds It they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a Ilcen: under Chapter 455, F.S., please dick here . 1 Product Approval Accepts, M®® 99 M Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD' EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificote ojAuthorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 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 1507.2.7.1 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E on 09/OS/2017. This does not serve as an electronlolly signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. 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 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. TTRINITYI ERD 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 6"' Edition (2017) Florida Building Code and 6t" 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 03462 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 07158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 OS/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 03NK29947 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 OS/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM 03462 R684 09/21/2005 UL (TST 1740) ASTM 07158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & 03462 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 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, 03462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM 07158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 4 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 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, I.I.C. Evaluation Report 3S32.09.0S-R13 CertlJkote Of Authoiirotlon 09S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles, (610) 6S1-SS47 Revision 13: 09/05/2017 Page 2 of 12 TRINITYJERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XTI 25, 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"' IR, Landmark"' Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridge'", Cedar Crest'", Cedar 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 Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use 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 (V„It =194 mph). 5.4.3 Classification by ASTM 07158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris"') exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,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, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 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 Q0TRINITY I ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or 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. 9 7'-XT",2S;XTj 30,WXT' 301R:' j LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" t( 305mom)—(305 mm) (305mm) m) lent5S/e" (1415 mm METRIC 13W 131/8" 131/e" t"(25mm) —Selant 1"(25mm) - 61A.. STEEP SLOPE Use [our halls and six spots of asphalt roofing cement* for every full shingle (Figurm 11-4). Asphalt roofing cement meeting ASTM D4586 Type II Is suggested. I - Rooling Cement Apply 1" (25 mm) spots of asphalt fooling arnenl under each tab corner. Figure 11-4.• Usefour nails andstr spots ofarpball cement on steep shpes CAUTION: Excessive use of roofing cement can cause shingles to blister. figure 11.3. Uso four naflsfor &wy fuif sUngla 1 6.4.1 Hip & Ridge for CT201. )M" 25, XT'" 30, XTI 30 IR: Cut Shingles 25mm)II Ilil 1i— Remove. 1 _5., mm) Eases` I T 12° ( 111 — — y1 I r(125mm1 woes 12' %\ `.`5 Cap Cap Cap 305mm) Shtngla Shingle Shingle 55Ie s*'\ 1 Figure 11-24. Cw labs, than h*n bath to make cap shingles 1 45 m°Q\ Engltsb dhnertsions sbomn). ``' NI2 Figure 11.25: Installation ofmps afogg the bibs and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certl/kote of Authorhotion 09SO3 6' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13:09/OS/2017 Page 4 of 12 6.S 6.5.1 QOTRINITYIERD MCADI/1TM. LOW AND STANDARD SLOPE STEEP SLOPE Use SIX n:dls for every hill shingle located as shown Mom Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shorn below Apply asphalt roofing cement 1'(25 mm) from edge of shingle. Asphalt roofing cement meeting AMNI D 4586 tlpe If is suggested. t• (]5 MM Figum 2: Use six nails for eveq- frill shingl0. Hip & Ridee for Arcadia"': Cedar Crestm, Cedar Crest"" IR ft•QSmml 11(2sMffd LLJc, G f/gnro 3: Us0 si r nn1/s anrljaar a/)ots ofuslilmll ro0faug COMM on srcop 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° NP1'"" 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 tM'adhesive; and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-11113 Certificate ofAuthorization 89SO3 6" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertalnTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page S of 12 TRINITYJERD 6.6 BELNIONTO OR BELMONT® IR: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, located as shown below. 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 f 93' (16Rn'r P0 o Additional nails r..+.quir•--?. tT 51g•{ fitmml 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 D45806 Type II is suggested. l l l 1' 1 rmn) P.00linp Cesned Hip & Ridge for Belmont® or Belmont® IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest"' or Cedar Crest' IR hip and ridge shingles. For Belmont° IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles. Option 2: For Belmont®: Shangle® Ridge Figure 17-18: Sbangle• Ridge. t Remove eExposure from the right 1' ; ` g• and fasten r. SECOND Fasten the f left side 85/8/ RIGHT FIRST LEFT Figure 17-19. Installation oJSbanglea Ridge shingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certtllcote olAuthorhoUon 09503 firm EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 6 of 12 6.7 6.7.1 6.8 QOTRINITYIIERD CARRIAGE HClUSE SHANGLE® AND GRAND MANOR SHANGLEe- ' . 4i4.( ^. 'j ram. . ; LOW AHD STEEP SLOPE STANDARD SLOPE Use rive nails for every full Shangle. f.—(25mm) I fntmm) Sib" 8 Srd" 16 mm) Im ) 111110 L Fignre 17-4: Use fits naiG for every full Grand Alanor Sbangle, Carriage /louso Sbangle, or Ccnionnial Stale. Use seven nails and three spots of asphalt roofing ceinent for ctiery fill Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage Flouse Shangle and Cmcnnial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figuro 17•5). Asphalt roofing cement meeting AMI 0458611)pe II is suggested. L T— 25 mm) mm) Fo m 17•5: When installing Grand AlanorSbaiWar on steep slope; use sere• naitsand tbmespots ofaspball roofing anent. Hip & Ridge for Carriage House Shanele• and Grand Manor Shanele: Refer to instructions herein for Shanele® Ridge hip and ridge shingles L`ANDMARICT", LANDMARK q•IR, (ANDAMARK' PO;'-'f D-- RK`"."•1,0, U11A, IANOMARKT"".TL,t IAOMAK7"•"4 SOLARIS' LANDMARKr"' SOIARIS IR NORTHGATE'` ' +;L -: lA 1 ii1a~lteel A /ea+YGrr111F.Yat1rlO .I. ; LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" f --(305 mm}-- (375 mm)— --(305 mm)--{ a s mn,.tia ese strtsie ue:n e+r•-aoa I--1" (25 mm) Release Tape 1" (25 mm)—" 11h" Nailabler . Area Exterior Research and Design, U.C. Certificate of Authorltotion a9SO3 LANDMARK TL 1311f" 13" 13V 343 mm) --(330 mm)-- --(343 mm)-- I--1" (25 mm) 1" (25 mm) — Firm134 Omfournailsforereq full shingle NorthGate: WIM tultsto Ir 14 314' 12' AREA+ (305 mm) (37S mm) r— (306 M) Naltog "ts y r— r flat ras r (25 mm) 1 (25 ram) over nod lee Emu Nalling areas (at law and standard slopes (Imm 2:12 to 21:12) Net behove upper d beer Iles as 21mm above. 6r" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Evaluation Report 3S32.09.OS-R13 FLS444-R12 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. Sec below. asphalt roofing cement should meet ASTM 04586 Ape IL apply I' spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12'— 305 mm) MYti r Vim' r mm) Nail Area For Steep I" —mil I— 25mm) 1---- 375 mm) (305 mm) wr mew errrr.c:resa tease Tana 1"(25 mm) I QOTRINITYIERD LANDMARK TL 131/2" 13" 13t/2" 343 mm) (330 mm) (343 mm) 1--1"(25 mm) t "(25 mm)-" I W%M%//.m .idmmmmmz NorthGate: STEEP 12' 14-3/4" SLOPE I--(305 mm)—— (375 m NAILING AREA I NailinbetweA1,1'(25 mm) Ae Figrtre 13 5: Use six nags andfour spots of asphalt mofmg cement on steep slopes 1Y 305 m 1'(25 mm) Nailing areas for steep slopes (greater than 21:12) and "StornAalling" Nail between kmer 2 nail Ines as shrnm above. 6.8.1 Hip & Ridge for Landmark"'. Landmark"' IR, Landmark"' Pro, Landmark' Premium, Landmark'w TL. Landmark' Solaris. Landmark' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge" or NothGate Accessory 1Y 97/9, 305mm) 415/t6'( 25 0}m mm))4i5n 6' (125mm) I (125mm) 1SOmm) (150mm) Notch for Centering Scorn) Notches for Alignment to the Top Edge of the Ptevtous T Cap for 5' (125mm) Exposure (law English Dimension Shadow Ridge'" Exterior Research and Design, U.C. Certillcote o/Authorliotion 095o3 fir" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-5B47 f Notch for Centering 131/4' e 737mm) Notches forAlignmerd to the Top Edge the Previous 75 of 196mm Capfor55X(141mm)fxposure Metric Dimension Shadow Ridge' Evaluation Report 3532.09.05-R13 FLS444-R12 Revision 13: 09/OS/2017 Page 8 of 12 9 27t32' 250 mm) 41SMC 1125 mm) Certtri p Mich 13 IM* — 337 mm) Alto theme / notches to top edge of previous course NorthGate Ridge QCTRR"INITYIERD 13 1/8" 333 mm) 6 5/6`-, -6 S16'-•I166mm166mm T 1 Centeringi. 7 S8. 13 1/4 ` Notch 194 mm) 337 mm) Align these 1 notches to gof to 7 ed( 1914 mm) previousa course. NorthGate Accessory 306mm) — f ,, Laying Notch 5' ( re. Figure 13-2& Use lrrytng nolckes to center sbf»gtes on bips and doges, and to !Dante the correct exposure. 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPPI" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R23 Certificate oJAuthorbodan a9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-Sg47 Revision 13: 09/OS/2017 Page 9 of 12 QOTRINI-FYIERD 6.9 PRESIDENTIAL SHAKE*", PRESIDENTIAL SHAKE"" IR, PRESIDENTIAL SHAKE TV1% PRESIDENTIAL SOL.ARIS"': LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use live nails for each full Presidential For sleep slopes, use nine nails for each LU Presidential shingle and shingle as shown below, apply 1' diameter spots of asphalt rooting cement under each shingle tab. After applying 5 nails In between the nailing guide lines, apply 4 nails I' Nailing ) 40' ' above lab cutouts making certain tabs of overlying shingle cover nails Guide Unes (1016 min) S 114- — 133mm) . . . • . 14 1/4' r_—y__ _•____ 1. NOTE: Apply nails on painted guideline. Figum 16-6 Fastening Praddcntlat and Pasldmual TL Skahe I' diameter asphalt roofing cement sbigks on low and standard slopes Figure M-7.• fastening Presidential and Presrdential ft Shake sbtng/es on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shake' IR, Presidential Shake TL"'. Presidential Solaria""' 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 sites: Accessory produced In Birmingham, AL is 12' x 12'; Portland, OR produces 97/a' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest"a, Cedar Crest' IR hip and ridge shingles. 6.10 W.4••'ifr7 «K+9a•r•Mataa. :....• ,• >4!•,r8. 'T ..•.L:..f,at•.7•... c1 .iF.. .:.r• FIATTERAS • s. t w.'!:'s.'i.— y}n, a• :/'• f.a lE:tl:r.. `•... i i'.e: 4• nisi LOW, STANDARD AND STEEP SLOPE: 1 (230mm} (Mmm) (130nm) CMMM) I ri—g. g•. 23o mm) (230 mm) (230 mm M—.)l— t(25 Figltm 15•3. r'artenind 11alteras sbinfea on Low and stnnatud mopes For low and standard slopes. use Rae nails for each full Ilauents shingle as dawn :dame Ftjnn•If•i 6Wrala,S16nnn" him6tW MPNaprs For steep dopes. ow rot nails and ef&& spout of asphalt mofmg cement fur each (nfi Hatteras dd•gte in "it abme. Apply V Soma) diameter slots of ruonog remem (ASTM 0 4S8611pe 11 sugeraan) under each tab comer. Prese shingle Into place, do not esposr remem. WITION: Too mueb roofing cement to cause sbingles to h0slcr. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorkotion a9SO3 6t" EDITION (2017) FOC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figu to 15-14.• 18 threes piece units separate to make 54 Hatteras Ac>;e cwry sbinglat 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 ram) I I I I1460mm) o 18a i---I--- ie (203mm) _rc% Cap Cap Cap Cap Shingle Shingle Shingle Shingle `2Q m Figum 15-20: Cut Hatteras sbinglw to n/ake oftv cap Figure 15-21. Installation of caps along baps and ridges 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 :HI,GHLAN T HIGH LAN L,ATEIRS LOW AND STANDARD SLOPE: STEEP SLOPE: r r— r r Use ME nalls and EIGlrr spots of asphalt roofing cement* for each tmw osamo a>e ro full Highland Slate shingle. Por Miami -Dade, SLY nails are required. Apply r diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting AS1M 04586 Type Il B suggested. Mted• oadd MQUk" 9x Nla ty t•t75 nun1 irrtaOeG awrucwNar _:, aAOWas dam*.V.rn:oaaaraQwW samtt(ammta irJt aa env agar oda!"daj ftgum 11- 3. Use RYE nafhforetmy Mgbimd SfoRr sGlrtgla figure 1I 3A: iGo evE mils and etgbt spout* ofaspbdJ rogft Cogent under amb lab Comer 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 CrestTM, Cedar CrestTM' IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate olAuthorizotion 09503 6EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6Si-SS47 Revision 13: 09/OS/2017 Page 11 of 12 FTSRINITYIERD 1 6.12 PATRIOT"°: • • • • .. LOW AND STANDARD SLOPE STEEP SLOPE Use HOUR nails for every full shingle loaded as shown below. S221ant tFl>si-I'rismm) j — — — — 1.I25sY-1 SGmo) lr T-- 00 - j--• ISVd' - j-- U4X --I 011=1 =-M 1210) Use FOUR nails and four six>ts of asphall roofing cement for every full shingle as shown below. Asphalt roofing ceinenl nweting AS %t IMS86 Type 11 is suggested. Apply 1'(15 mna) spots of asphalt Haling cemctu as shown. CAUTIO\: Excessive use of adoring cement can cause shingles to blister. TT Reelleq Cement tm f tm ' (BUre=) 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. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate o/Authorization 89S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 12 of 12 Florida Building Code Online1 /2/2018 I BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Slats 9 Facts d bpr C product Approval USER: Public User ra,.sT Product Aooroval Menu > Product or Aoolication Search > Aoolicatlon List > Application Detail FL # FL12328-R8 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 TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kern Eden kern edenotamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Unks I Sean Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM 01970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:lAvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuadgOlAramDGmSebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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 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. Installation Instructions FL12328 R8 li 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 Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment 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. 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 TSP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TSP14001.4 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 Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. 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. 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 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. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001,4 2017 FBC Eval Report TAMKO 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 Underlayments final.odf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001,4 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 hfps://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgtF2Aezuadg0lAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur Drive17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O Box 1404 Joplin, MO 64802 417) 624-6644 hfto://www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKOO No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No.15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. 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. CREEK TAMKO BUILDING PRODCUTS, INC. 0TAMKO 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 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: TAMKO® 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 TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKO® Moisture Guard(ID 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 Y2 Y NSaturatedOrganicFelt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO(D TW Metal and Tile Y Y N N N Y Underlayment 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 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. e 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 EaWty 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 (rST6049) 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 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) 13CAl2269 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. Q,••.CEN3F.Fis i 1r . No 74021 STATE OF 4/ S'0 N A11 .` CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http:/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 TAMKOS ASTM Slate ASTM D 6380, Class M, Type 11 underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOS ASTM Tile Underlayment TAMKOS Master Smooth TAMKOS Moisture Guards TAMKOS No. 15 ASTM Asphalt Saturated Organic Felt TAMKOS No. 15 UL Asphalt Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Felt TAMKOS No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underayment 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. TAMKOS 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. TAMKOS 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 TAMKO® TW Metal and Tile Underlayment and TAMKO® 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 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: TAMKO® TW Metal and Tile Underayment 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 undedayment 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 TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMK04D 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 Y2 Y NSaturatedOrganicFelt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TIN Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAM TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507 2 9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 61G20-3. REFERENCES Eat 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. IIII1111Ifillt G PµY R. pR * No 74021 STATE OF :14,` r1111111a CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. f 1 /2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads d b rProduct Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 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 hftps:/Ifloridabuilding.org/pr/pr app df.aspx?param=wGEVXOwtDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcrnbpCG3RoA%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 Siwrnrnani of Products FL J> Model, Number or Name Description 3792.1 135 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 budding 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 3792.2 1730 Roof Louver, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall, comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 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 RIO C CAC Lomanco 135-2000 - NOA 1605102S.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odf Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party:, Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051O28.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 It Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO It Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes 8 ask 7M. t I I The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement hfps:/Moridabuilding.org/pr/pr app_dtl.aspx?param-wGEVXQvADgsFgPhXouzzgPGbeVjd!kEkuTrizAU6DFsUembpCG3RoA%3d%3d 2/3 p prcIiTY D] 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.ndamidade.goXkgl omv 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. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL, Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/l6" x 5-1 TAS I00(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 l00(A) 03/l6/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAM14MDECOUNTY 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'/' aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMEDADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model-750.Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B .. I . -4.1 .. 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 I., .. . . DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMI•DADECOUN Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 t DETAIL C IIi .r3 .r 16.n I 750-S SERIES LOWERED ROOF VENT u q r• NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMaD1ADE 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.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves 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. AY..A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonvi Ile, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/1.6/95 PR1 Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS, Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/z" 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 MIAMI-DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT RETAIL B I S.110 -- -I 750 SERIES LOUVERED ROOF VENT 9 L.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 I I i 16.00 II 750-5 SERIES LOWERED ROOF VENT U, 4.94 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j e7.2j. l52.a3 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE ci I 4. f I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MMIAM1, 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.eov/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. l 5-083 l .07 and consists of pages l through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY%4k NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMNQADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS - - . . . ' ' " Tradename: Model 730,750,750-5, 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 I %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 N'OA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 09/16/21 Approval Date: 06/30/16 Page 4 of 9 I, - - DETAIL DRAWINGS DETAIL A M MF/OI S M, 700 SERIE S LOUVERED ROOF VENT NOA No.: 16-0510.28 LAMMADECOUNW ffj,manj4m Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIE S LOUVERED ROOF Approval RETAIL B , , , . , . ,,, ..., ... . I I , CETI 750 SERIES LOUVERED ROOF VENT 4,91 -f- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 4 "... ..a-... . - . 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 .0 wwm. 750-S SERIES LOWERED ROOF VENT IN NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j I - DETAIL D 1 1 '0G. - I23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE I4.91 ;-- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 i pMmional,- e f SCIS Homo Log In user Registration Hot Topla ubmlt Surcharge Stats A Facts Publications FaC Sniff BCaS Site Map Unks Seam Florida y r ' Product Approval I usea: Public User Product Approval Menu > Product ar Aoplicatlon Search > Anallcatlon Llst > Application Detail FL # FL158-R10 HGM 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/Emal I Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category. Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST:CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cparrfno@castcrete.com Craig Parrino cparrino@casterete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrfno@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI 318 2014 TMS 402 2016 Method 1 Option A 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide Ilntels 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 FLISS R10 II NOA 17-0821.18.odf FL1S8 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: Bat- 'mitt Contact Us :: 2601 Blair Stone Read. lanahaseee FL 12199 Phone: 9S0.487-1824 The State of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the offloe by phone or by traditlonal mall. If you have arty questions, please contact 9S0.487.1395. -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 emalls provided may be used for official communlmtion 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 deterrrdne If you are a licensee under Chapter 4SS, F.S., pease dick bens . Product Approval Accepts: Credit Card Sale Imadiffim MIAMI-DADE 1v1UMI-DADL COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADKMISTRATION DMSION Miami, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) tmy,miamidade.¢oy/ec000mv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig 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. MI A EGOUNTY D NOAN: 09/11/2018 Expiration Date: 09111I20I8ApprovalDate: 09/ 28/2017 O l2 g Zo 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 1 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 #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, A B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, totol of (13) concrete lintel specnnens, per ASTM E-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. MATE, RIA I, 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 1 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 1 through 3 of 3, prepared by Craig Parrino, P.E., datedMmch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 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 slated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulotory dffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., 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 Mianti-Dade County Department of Regerlatory and Economic Resources (ALR). E. MATERIAL CERTIFICATIONS 1. None. C-definy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Datc: 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 ", 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 Cost -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 Regulato y 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 MR). 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. U" Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11t2018 Approval Date: 09/28/2017 E-3 w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS YM 'B' TYPE 'A'_Snig i Y•iEilTyl;ht i, • y,SArOmr/_K/y 11L11llIL!l ii7GIfrJLY ar;i :IaEDLMW6 R7,M 41,S_ UD LINTEL DATA TARLE 1 l'[?I:I iTC 7 r' •Silll-' C a IL+I tiJ rc Sa lrE r2li!!7 t"L'7 CS lL12L"'Ll«` C3©lt'IS J i• 6m PRECAST U—LINTEL DATA TABLE 7'G;" r•f'ISAt'1uTJrF'!'lIA_`I;i1"'.! LT-T7fL.fll:.i.l[1 F/c:i'r_] Eli F.250 mar«- utart tea vu1'_.l e'er urtf t< rr+ r:::.r i: I mt+o.0 rt:a l'JLrI r[ WMArl: l rwF-1ETTVr:J.L`_'.`Jra-an:,rnrca•lJ/.7OlrarvTYlnlraavtro r',crm If['S7 ra R1J::l rdT7 nzr!nrt'a rt7 rA±cmrrs rrnrtta[1l1!.:rrrafvr: r[t±trTra mn Fi1 rta:t : rul emear rrza rsL._ rr_rar Re'r 7rr' aDaart r Lr._'7l^It rtav+7.rirravr!l:sz_ rrz7r 7 ar acm RL'C7L lrTl r Ll iJ r2J eF2 v fti:la r Liz tr v f!1'_':JIFGJCt]i mmtriorr. 0 KF. Md CT.T7_rSL>11 11 Clr rif_'_!>>ITL]rCCLrla m r s:T*•r r m rsTi IM m0 W" OwAllo m'W"m I" moo AI ".L a r MIWM W CM= Imm Alm COW WIMM a mmnirlm OmAmf " m O wom MWKr cur-c Qr MA, O: monee m .IM r/K W AN YI.I K rL Aim P MM A .Kmm• ammm.. AO I. mW mrN . •Ar. O am O Am AM L PM l K IML mmm K mmrn rmm n Am [•mrm .Dm m L CP=M MUMM r.- rm ma M • men AW U 00 mlml mlq ® m m[ UWUM Mom M MOU - AL V rmam moms r.. 300. A M • a LMM smVa - mmt W mlawum CAK /AtiSmml Nm mm0 LM min Wm KM WQ M mq M K PUUUM WK fnOmm mom um m. d . 10. i. mW WM An= mFWM mmm IOK r. i 7t YIY-7il-'{l YYf.:J,il.;C /• C£ SiFIDLLtarJ lt7 t DL L.76C'aI L10 • rcvr rctr sar art:r cnuavrn _lccTin oarucr[: cyr:is:Ja.u riJ.i-:rarv ir:cym.;r,•>. m cry r 7:. a^=r u rta uA:ss uz r cs rr r:rir as aHrc li FGrr[-1)ILJrr)JL4.1.:='iY/es 17rd'a•'Ritm • - rr_ ras-L Smn.vrnt,t rrl7tM E" MIL •_ucnmrm l t_ PAODucrnwam ummpf t .(lblbg7lmi ArtapmteoWm - O Z .10 MODUCTaBVIrOD um• ...* rl•rA.itHlTrFlom& B wlyn0•tl•Apqw" uN°o off.'.`8 ORAIQPARRINO B324OW BSTNEA. Ft 33M CM AL N(n fi r a It I'd AnW .Id r= rxm"Aw ubor pr ASII1 Ais pw mtdor pa ASW ma OF• Y or o 2) A sls Yee NW bme 4" abhcn 4 bib 0006d 6'uLip. EaoH6 S•b boib la k1d . Oq 171m wd IaW n, 2#sa Iy B bm b.01b b Yo 3) Mdb 14 one• bd nd Noe )obb: 4) a0 M Ne tlr Acdogtm p e gme l M* 196m bt flaJNa y /7i nd t ai 4 I/SOdb0e1 - me kpbed WWII A IeMt otld a atote .140 dtlbetYn g 1bW ypn c 1>!a 1 _4. 4 a bra rwb r apse 1/180 ddkdbq Cab Sedsw Ob IODIAsO Bbu ewGnb W htW 04bM 1) Dom d bb ate;hd.IOoN 8 r NO eoblo to b• ImtW ./ r Awn*. bai•dd a r aM(910 rrtltrd l) lw 0%bram/ducbedbatr.6LfJ mmt vim* M Q. .d.cekml IV r a Ir tbla an nuedotlsed db h1 bto skin d D• a0t b OWN", mod d nuon+v ad t • ieyeOq d C so• ap6( b y{ r•da(t M}yATN WU eP?•p. e pm• Og 14) Yob dd a dbr esaYrd-wi9ailb Y• k1.go a bdte r.Da1 w+ AOeW 1•tYabl bd Sdo mood low+ sohomm Yrr S IA 13) Fee m0pmu rdd Mob 0d oAsb s• a* bN km sd low bd(H 4m Ih lit bed b•)Ib Dot tba4 i•• sb bd bem od beeal 1000 San 17) Sdo bdt eb dadb bm . Is) edo ludo N•e a mb od dWpb woo+ payIn KID as A13 31L t dddEbm akiwalmWdtV.ISM *." Ub Md Ss d" bid.*, SEE SAFE LAI17iAL LOAD WIM FORECHADLOAD CWRDMXM E" OW SAFE LOADS FOR 4" SOLID UNTELS W 4 M GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 11 BO 4'- a (48') PRWAST 959 4'-' ( 541 PRFfiIST 799 5'- 10'(701 PRECAST 480 r- c (7e) PRECAST 380 7'- e (907 PKUM 260 9'- 4' (1In PftE= 158 10'- C (128r) MCI 116 4-- 4- UPLIFT LATERAL TYPE LENGTH 4S8 4S6 Y- 6' (427 PREGW 687 371 4'- 0' (48' PRECAST 597 320 4'- B' (54) PRECAST 529 258 T- 10'(707 PRECASF 407 148 B'- 6' (7e) PRkrAST 360 116 7'- e' (901 PREGST 280 87 V- 4' (112) PRECAST 187 55 IW- B'(1261 PRMW 1b2 43 o) tb• bites a4 aebdo sae: m bob Ytm M •ie Yed mmteumt by -_ r... - MIS RBi4R FOR B' I W tdedtiobonahnumtabtq0trro11 •d door d droQ (t0m the t/2' Cllt 11P Y •,S• ( 16aAR FOR If UNIi15 12F12 12F16 I. a ,.(vbl, ;:5,;;k' 6A a gi60 12U8 12F8 10) NJl - xd Bled' + : • i :.s:; ,^'!,.`'!• 11) odkme Ded dbd rdw b bo babe d 06 belbm d Me bW M*. N `. - n• O ' I11w: 4 RRVISOD SUB BFB BF12 6F16 err (:AJ A • 1. •%.: i. r. tonootata•/e-teun . Ji •'••.+,+,' s , .Yl;?'?%?. :LCe.•Y y rw41mLL m 12F16- 2B/2r tam. j J L s e • •y y ^ T : f . yam• L. • •i , ,,,. Ia LOi mlROmf ^ •, i•.-', I.vrawtmrlbmt • ' i: 1, i,t {t t 7t ..:`' f,;t• i•.. i A'. 1f•7. am, b Yi 14 1•r, . 4SB12F28 12F24 12F20 a C:"V. Nam 10 C10W "' .:e . mmcTMVISIiA te mummtruunt . S, " *• ••'11'. I elp'ep04001oPltdda h, tS7 T Bq 4db• llalbDd draaio • ° ' 0s6• • • • A.SCRNGPARMN0IsND. irem R10 . B320CR67B 8 BF32 BF28 6F24 6F20 '. S+ ' G . SEi+4ER , It33584 ' 4,•AIAL ; tt• FLREUC.N0.W50 NIF•a a —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES In mm ums-14 am In JONW 1Rm0 IGUb bt: Wes. W14 Mmo r: : 1d 0, pt - XM YD. 44M tMA1NiM 0_1 9W 10r 7 i c— SAFE GRAVITY LOADS FOR 8' PRECAST U-LINTELS i99w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U6 EFS-10 5FIZ-I0 5FIS-10 U20-16 OF24-10 V20-18 6F32-19 3'-6' (421 PRECAST 2332 2678 302 5050 6148 7227 SW 9367 4'-0' (481 PRECAST 2025 2313 3892 W50 6148 7227 8297• 0357 4'-6' (541 PRECAST 1054 1887 3633 5050 6148 7227 S297 9357 5'-10'(70) PRECAST IOU 1260 2198 3557 5734 7227 8297 8226 6'-6' (781 PRECAST 949 1 W78 1831 2S50 14M 6737 837 W7 7'-8' (901 PRECAST 779 I 083 14% 2186 3131 4524 6M4 057 9'-4' (1121 PRECAST 334 660 IOU 1523 2064 27S5 3731 SD17 10'-V(1261 PRECAST 503 566 895 127D 1706 2236 289B 3747 11'-4'(1J8' PRECAST 457 513 8D5 1133 1507 1952 2492 3103 12'-W(1441 PRECAST 425 477 744 1042 13" 1769 22J8 2BOB IS-0(16n PRECAST 373 417 646 893 1170 14M 1852 2295 14'- W (1631 PRECAST 351 392 605 B35 1087 1373 1703 2087 17-4'(208 PRECAST N.R. 299 455 620 794 985 1188 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCEW REDUCTIONS FOR GRADE 40 FIE1D ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS CAR PCRCCART ILI wm-4 i1 i"-V"' SAFE LOAD PLF LENGTH TYPE BUS 6F8 RCrNU 3'-6' (421 PRECAST 587 1055 596 4'-0' (401 PREOAST 487 787 446 4'-8' (54' PRECAST 416 609 344 5'-1D'(70') PRECAST 300 1 350 198 6'-6' NJ PRECAST 20 496 157 7'-6' (901 PRECAST 222 367 116 9'-4' (112') PRECAST 173 352 74 10'-O'(120j PRECAST 151 276 58 11'-4'(138) PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 IS-4'(160') PRECAST 117 223 35 14'-O'(1681 PRECAST 111 202 32 17'-4' (20r) PRESMESSED N.R. 130 21 SEE CENFAAI. NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U.LINTELS CilOt*•4496 m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 610-11 6F12-17 6F16-IT IM-IT 6124-1T MASA1 6F32-IT 3'-6' (421 PRECAST 1412 2D74 2715 6 3997 4638 5279 4'-0' (451 PRMkST 1225 IBM 2367 291J 3470 4027 45S3 4'-6' (54' PRECAST 1083 1592 2054 2577 3069 3562 4055 5'-10'(7D7 PRECAST 831 1222 IBM 1979 2357 2736 13114 8'-6' (761 PRECAST 723 1097 1437 to 1777 2117 2457 2797 7'-4T' (9Dj PRECAST R8J 80. 1249 1544, 1B40 2135 2431 9'-4- (1121 PRECAST 575 57100 980 ad 12520. 1492t. 1732 1972 10'-6'(120') PRECAST 514 462 767 P, 1121 133 1551 1756 11'-4-(136) PRECAST 474 404 SBS m M5 1213 DO 1442J 1645 12W (1441 PRECAST 454 3 7704 619 m SBB 1093 1299 1S96 CO IS-4'(1601 PRECASI 402 308 516 736 908 1076 1247 14'-0"(188l PRECAST 36B 2854 475 On SU Beg 1145 17'-4'(208I PRE4%1TT 253 208 330 475 5855 693 B03 n THE NUMBERS 04 PAREIMM ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE CE7WK NOTE NO. 4 PR011UCrREVL%D smw p1 ic* w2h ft Pm•1n1 Aet.Tmra No -0 2/.l8 u.r. I8 D googol,,, p '•I•• n PgoG . EN,y 03 44 ,_ PRObucryMVIM F '*`» M1Eeoar T. o7 M',O.A,'ol CRNBPARRINO /8 SEE GENERAL NOTES - SHEET 1 OF 3 •••c• , / IVAIist WRaRFL 3M p to1n I FLP.E JC.ND.44730 o R r. a AY C1 M- CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES mum EUNIII-14 coo M DIM wm RAID R,i Mm mOAm rh mmo rA1mR RL - m m 41181 OLm9 w 114R1 9T77 t 4r 1 r- SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS M4N"l SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U6 12R1-29 I2/12-29 12F1 Imo-23 IM4-29 nrA-2B U/32-20 S-6' (42' PRECAST 3428 5000 50M 7019 03M 11060 12755 114435 4'-D' (481 PRECAST 2923 4232 51138 7619 9352 11050 12755 114439 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 HOBO 12755 14438 V-10'(707 PRECAST 1612 2320 3218 5234 8487 11060 12755 144.11, 8'-6' (781 PRECAST 1383 1986 2879 141SIB 16421 10032 12755 144 r-6' (90' PRECAST 1138 162B 2131 3218 4676 6756 0763 1 9'-4' (1121 PRECAST 706 1216 1535 2230 3083 4167 5593 7%5 10'-8'(128) PRECAST 614 1043 1295 1853 2516 3323 14334 1 5632 Dd I1'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 13710 47 12'-O'(1441 PRECAST 458 878 1073 1313 202D 2517 3333 4 13'-4-(16n PRECAST 359 767 926 11294 1709 218E 2743 3409 14'-O'(1681 PRECAST 321 720 865 1204 1584 2D17 2451 3106 Ir-4' (2087 PRECAST KR 451 P 031 681 1141 1429 175D 21 19'-4'(2321 PRECAST Kit 3 3' 477 Ij MO 025 1152,X 1380 t609 W m MRMM R FARI MMM ARE KRCDD Rfmcm FOR MA 40 FED AOOD R01W. SIE CMA NW ML 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2' RECESS DOOR U-LINTELS omr-40— SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12A76 n160.28lmo 12014- 122116- IM-29 IB626- IIAF30- 4'-4' (5* PRECAST 25M 2942 5468 75M 9640 11662 13679 ISM V-B' (541 PRECAST 2319 2740 5468 7584 9640 11669 13M 15879 5'-B' (610 PRECAST 1347 1841 3555 6395 9640 11569 13M 1 5'-10'(701 PRECAST 1259 175E 3361 5954 WN 11662 13679 15 W-11' (8n PRECAST 924 11430 2M 1 4416 1934 1 1257 1480% 7'-B' (201 PRECAST 703 1203 12157 3494 5259 17022 9 113 9'-8' (I It) PRECAST 389 1 843 11451 j 2157 13203 4 4427,j 5417,j 6360 SAFM LAIERALL LOADS Fna 42- o°FceeT IN W MI C C,81.4tom SAFELOAD PLF LENGTH TYPE 12U8 12F8 RCMU Y-r (42' PRECAST 1295 4841 393 4'-0' (48r) PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(70') PRECAST 681 2547 155 6'-6' (78') PRECAST 579 2187 12 r-8' (90r) PRECAST 474 1771 91 0'-4' (I If) PRECAST 355 1326 58 10'-6'(1267 PRECAST 306 1143 454M Isw(136")PRECAST 278 1041 38 12'-O'(1441 PRECAST 280 971 3 IS-4-(1601 PRECAST 229 1 857 278 le- (wn PREIAST 216 809 251 7'-4'(208') PRESTRESSED N.R. 633 169'-4'(2327 PRESTRESSEDFi N.R. 534 130 ar u nv¢ l" 4'-4' (5n PRECAST 4'-B',(541 PRECAST 5'-8' (6n PRECAST 5'-)0'(70') PRECAST r-8' (6Dy PRECAST ram' (907 PRECAST 91-8' (I In PRECAST SAFE UPLIFT LOAD& FOR IT' PRECAST U-LINTELS W-*Mt SAFE LOAD -POUNDS PER LINEAR FOOT LENGTM TYPE IM-21 Iffl2-2T 12TI6-211ff20-2T 12111-1T IM-2T 12F32-21 Y-B' (42') PRECAST 2752 4287 5613 6938 0264 9589 10915 4'-W (4n PRECAST 23M 3721 4872 6023 7174 B325 9477 4'-6' (541 PRECAST 2113 3291 4310 532E 6347 7365 8354 5'-ID-(701 PREm 1623 2527 m 33M 4092 4875 569 6441 B-6' (11r) PRECAST 1444 MO. 2072t2%owp 5081 5784 r-6' (90' PRECAST 1207 1767 V-4' (1121 PRECAST IO28 117 2006 1D'--8'(12r) PRECAST 920 947 161211'-4'(136') PRECAST S58 829 I404 W-O'(1441 PRECIAST BN 753 1269 IY-4'(160I PRECAST 678 633 1057 21691251 U'-O'(16n PRECAST 822 586 974 1 187D tr-4'(2081 PRECAST 434 427 MS 964 1192 IV-4'(232') PRDXST 366 370 593 817 1DD2 IU R a rA4uDR AQ 14lm0 RUPJCM 4S KM WM 40 MD AM REAM. SIE CWA MM FD 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 0sr40a1r11 SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4- (621 PRECAST 4'-6' (541 PRECAST 5'-B' (68') PRECAST 5'-10'(701 PRECAST 6'-r (801 PRECAST r-6' (9n PRECAST 9'', 8' (1IS) PRECAST 1) IM NWWM W FAW70Rl515 ARE MOW RDRCIRA12i IWI MM 40 FRO AD= RMUL SIX GIMM ROD: NIL4 MAMM I11 PAROMRFSS All F01113" RECUMM FOR E ks ' 40 PAD AND FDK SU MVJM MM: MA 4 ftmtx BCo ae 0 447 9RODUCTR9VISGD Br B T rrl n( f 9P CAAIOPARR116 Auaeq,co No o s ,p3 a"D"1 t7 S0 G\lam•.•• 632 CR S?9R 4•• wKimJ/ON C40.33390 SEE GENERAL NOTES - SHEET 1 OF 3 44 44 PLP.LgxAm.4111m rwDlx or CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES nu Rwe OmD1-u mm Fn AOIR Acuw sGDF. R7; D01, mm 4n aWC F m F.L - s Na mawR Ra MA unn SM I ar A MIAMI•DADE MTAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMRMTRATION DIVISION Miami, Florida 33175-2474 T (786) 31S-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.minmidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -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 Eigh Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUME, NT: 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 Pan: ino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its 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 Eelmy A. Makar, P.E., M.S. MIAM 0A0E COUNTY /y on D te: 17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 7 Page I 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 I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fexural 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. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 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 11113/95 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 02/29/96for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. S. Mill Certified Inspection Report #84M19.805 dated 03106/96for #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. Jghny 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 SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet 1 of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4 4. ALz - e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/M022 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 I Z 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II-012I.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. 6ffelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05W/2022 Approval Date: 09/28t2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMPITIED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department of Regulatory and Economic Resources (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. Malts' r, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 0521/2022 Approval Date: 09282017 E-4 Cast -Crete USA, Tic, 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. OTBER 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 MiamiDade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTMCATION 1. None. Cffelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. 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. 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 ASIT CRETE HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS LINTEL r rw l i= oL lriL ir.l lifer Cz'fie ,i r ESCL r3LL J7 Vrza"'+Uc via Its,! i o ff!Cs1 C7I 0 t7:!_.7 i1G9i VtiL76 i ii 0, flGl Z] ill7 Du_L.\ IfG, Q-.!71S]G:! CCZI6:i Q 8" PRECAST W/ 2" RECESS DOOR U-LINTEh_ DATA TABLE F V':mL. III LIi RS l..i f J L"Imu s rii1•7i'lh l Eld1i C L101 I 7R•!i4l'D2 E1Gy p2,alSC'I C'L'tl7 1''!• I LL•'''JT.•i''VQ f]GLL I;.JL\ Lt•, ricer 1l r, uta r :a_:y rrv--!' fR l:'::1lrc:il r, rn v K" EGQJ x" MA\1J l=_J Rl:t l VL1::JLY_tw u 4 ELM l G1l.11rllC T If Mil,ILI L'JR.S.'^.•rrl:C r:)n tf rc-,ar.i ai 1,=n,; rr nar r.n mr,arcu[atntlt r,....•,rrL=r-e>:o Mm. lot ,• W.P. tr ltl tl/4Yd wcr.er tM1A .l9K RCN C9LFL1lML•110N !®Otl J 161Z7m IW.J mi •r laaffl •f RY Q 02t J 7lur w k.if>•Q/W! Jvali Tl.(:'. L_1.YLiziT+i•{.R Fn Ci f.L 7i ®I JF 1 F..'.71'11 CJ fSt37 t:lf: Gj :L! [ tlIS Y/c L F aiCJL1 CY1I1 f _T: 1 Pl3L'ir:1 _!:l lJGir Vt}i_Ll]C i Pi L7 R'1 f,i[TS;IE.J f:L?'.L7f G F7LICtTJI 3a CJLIt rr©rn-.1-c rr• s ers a c•,a rm •:a ram, . Ir$'tr r-:se! J m a:, o rra.+rn a:r •,l ul au+r c l+u r L I taou'sttai 7/u W Nol .Lq A ri . loin is toltt halm a .lmlar. R It tel W1at W t011 A.IM•J/It iCM IOUIOD b WOIOL WAtIIYO ht M GNI moon "m W*4m WWI !uxamM sm of 11 w tN wtl ro awln[ IMAM WY L/li m W .00OA • Lm Vm L JOrJOt in , 6 . 100 m Wt r t9Gb taw lmlal.11mt f Wwn Jmamp {Plot, r. • um IN Wt a1L FtIDI 4O1 m mat a am UUItL • Y 1'Qa>B. lY 14lrrtwvm mw m DOW. MUM IaH • Ll Min cry% w t w Y ow la Uol lj r2claw a Ulm U4W®O am sP MialtPOd To MW WW UM ..taUP Inaa E N,g • , %, Inonllcr ncvllr9 l7yY,% t acawrlPwe Wp UenWbIC EqO y CFWBPAWM ONORM I SMIRMFL ON. CAST-CRETE 8" LINTEL FABRICATION DETAILS an C RACE 110fiv 7v I nnnR Ft1R A+ P212C-A3T 8 PRES7REB6ID U4 J)dTEL8 090' 9APE LOAD - POUNDS PER Lww FOOT LSNo7H wei11fPEI0e4121eflts w-n eFl" IFIs-1s eno-oe sm-u e114-ao circa 00-0 1e7A-1I stab -Is NS2-li Y4 (421 fMiE M 2231 3D°° 31D No so) els4 MIOIet 70m 4m0 113 7597 074 104 11111 4'-1f (481 PRECAST 1966 2M 931 300 Am all 7mt NO 1113 1 4ID5 6113 7W u74 00 1110 4'-0' (541 FREW 1699 1118 2110 nil An 4m AM an 236-7 4376 1123 7WV I102 10®6 Itsro S-4' 64 PIiETAST7 1217 IS49 438 ILO 2sm 3153 3mI UO IOn 30I0 ne5 IM 10 S-lo'(107 PRECAST 1De2 IIW 1173 al two Oil! 9 1461 ME 43m ss 7101 Im 6'-6' (78 PI CAS'T 9D8 123A 1177 X31 37W 43n 5061 1ZU m77 sm 6L1 117m 1 m7-K OD') PRECAST loll 1721 21A 2204 INS 3191 31n Poll 1 1 i—ft Gal im 47te 9'-4' (112 PRECASF us frm Sao List 34U tale 33a Tat tm Leo Im 240 osOlag 10- 8'(126 PIGCIST 475 s3+ M1247 mn ffIV 110 261i W 102 1533 213 2111 3943nd 43M 11'- 4'(136 PREO ST 362 as913 73m uu Im sin 4001 692 946 1368 ISO 2423 I21 4030 12'- O'(t441 PRECAST 337 54o n3 tn4 list 2663 os u3w 040 03 1234 Imo 210J 1165 13'- 4"(1601 Paw 206 M1We 2426 Ins 2316 3 471 753 t 14 1OWN isle 23 14'- 0'(168 PRECAST 279 4N 70 IOW On Im 2127 2cm 44t 7n 1002 1= 16W no 2 6m 14'-8'( 176 PRTSIRPSSiD Rg 161 m All OR le III la 452 70 IWO t• INS 2l17 V12 PREC101 NA IIIW-411641 RsMI ILL 10 An 71I Itsa IA7 1009 2no 3 17-4'( 2Wj PREii sip ISO I= I609 ISO I 204 N.A. NR IN IA IR MR IR 93 420 7W 103/ Is16 mo 21'-4'(? 66' 1519 TUL Its MR HR— in IOD W Of Be 1.4 131ft/ q 2Y-O'( 20) Nt61RES40 m on m Na 10L.wl in SN 6m 7M ILae III 24'- W ( 26e') POSED MR. of lit MR a m 12I MD Am n4 10s! 12a SAFE E1I7ERW. LOADS FOR w ueni" a ufa1112eam2n 1u11m1;18 . SAFE P LOAD LF 7 PE LBA1m SUB BFB RCMU 3'-B' (44')' PREG4.ST 1025 10241598 4'-0' (W) PRE> AST 785 763 1308 4W ,(541 PRMW 592 591 1073 5'-4' (041 PREMST 411 411 445 5'-10'(7O') PRFPAST 340 339 016 8'-4' (78') PRMkST 507 721 490 1-r (00') PRECAST 424 534 303 W-4' (1121 PRl3'AST 326 • 512 230 10-r(128) PRECAST 284 401 180 11'-4' (139) 1'RECAST 260 452 154 12'-O'(1441PK= 244 402 137 IS'-4'(1601MCAST 217 1 324 110 I0-e(148l PAFw 205 293 100 14'-4I'(178') PRMTRIi 5® N.R. 2134 10-4'(104' PRESRMD N.R.1194 259 17-0' PRES1R65iA N.R rfi,2 W-4'(232') PRESIRlSs1A N.R. 148 21'-4'MIr) PRESH00 N.R. 125 42 2Y-0'(2541 PRESIRIM N.R. 116 40 24-0'(29nPRF51RE551D KR. 01 33 RACE I IP11FT LOAT2R FnR 11- PR=ASTA PRESTRE88ED U-LMTbA Cpa,n• c". SAFE LOAD - POUNDS PER LINEAR FOOT Type LENGTH 1111- rt en- 21 I W12-01 Irla- u VWT ns•a tT mm-a 021- IT cva 21 IS- lyrssar Ifabtt aaru 4 ( 42 PREGST UN 3 4394 OWAM71I1 IRS 2045 s24 43H 520 6132 70DI 4'-0"' (4B PRECAST m 2305 mm 2316 coca 13U 2.100 3060 3916 4m sm 60A 4-6' (54' 1 PRECAST 11W 20a 2W 33/J 4041 4711 AM I207 sm 17W am mn Oil M 5-0' 64 PRECASTion I 2m 2es 9 356 452 loss 1713 Lae Wool 1 330 3361 OU 6'-10'(7O') PRECIS) 901 260J M07 36m 4fas as Isn2DW I 2W 307 300 4W 6'-B' (78 Paw s 7 1 a2s a LIS 1 lae a10 X51 sm 7'-6' (DO1 PREWT 7D 1 tiN 2WS 2e27 to 70 721 Ia4 2m9 2e27 307a 0'-4' (1127 PItEGST al 71111m, 1 104 1181fild 2167 Ism S9) 00 133 180 tla I 12W I WO 10'-r(128) PRdASI 63° itsms S491 naI 1011 sA 644 11m 1471 171321215 23U 11'-4•(136) PRETASI 604 w' em WE IVA Is% Im 4!4 I Sol 104bal 1372 A Im Isis no tY-4i(144' PREI'ASt AM 45e 124 11 130 156 47D 1 20 MEW 131 b lot 205 13'-4'(160% PRETASI 418 Ed 330 WJ 713 a 9N llu 1313 41 • 40 78D IIS9 1416 1 OMW IWIN 14'-0'(1681 PRECAST 3a4 6m 724 a9 1/64 aD 410 42S m III IM INIA lovirod 14-f1(176 PRESIAESS7 D ED 3m as 113I 240 3" aD A spool 151 104 IY-4'(1641 PRLSIAESSED 214 2m ts as4m Iled W9 ad 1m 124(lad ett 1460 I9s4 I 17'- 41208) P1iESR635FD to 1a ra 3a 4W Us 1 74D Md1 es 730 IVID 73 to'- 4'tmn PKmEm 1 as 34 447 J Wtd 647 Q In n An Saw SO 1059 20 142 142 IW 0 M 3a 373 361 mWd 330 4m 721 mI m 653 0111, 2,- D.( 204.) IN 13) 17 3 2K J1/ so iIt ue s1I h13D 1: 7 DI 241-0'(266q PRES7AEGsED u4 17o to le tt4 i 2W Sit d 433 md SUN 06 n 1W RWIBERS IN PARENRM AHE PEMAIT FOR OMOE 40 • SEE GENERAL NOW IA 18 ON SW 3 OF 3. (1) FIN ADDED RM SEE l,'E?4AAL NOIE NO. 4 ON SRO 3 OF 3. 7p uC! .' PRODUCTILDVISLD y tD q+® Vly wppOO .+. o aov+ yh* with nu Flolfib B1e1mIt cb&0i o 4b40 DuDe:ytbdo Ate& o2Z'1•/r oM + Asttyl.oce lVo; 19 awo2oZ7, oa,t o? i4 74E111L NO71ES - SFIEET 3 OF 3 M PL12RJ11 1Q. Ial PILTO 1{91 WW9 9V GF)ffRIL NotE N0. 4 0R SIGN 3 OF 1 E }j G FRODUCra+m6aP 7Jy_inewOpAIPb4II MWPARRWO SERNER. FL FLPFUD. NDA753 RETE 8" LINTEL FABRICATION DETAILS m m am 7moa 7d - EL m 4RR fmA Q to fiats E coca rSRaVrtV LDAOR FDR 9" PRECASTw7 r RECESS D01]R U41KrMLS 4-0f— SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENGTH BRU6 DUF43J n 61F1 sn" m" W'1-1. 40110-1e WWI WI on-11 will-11 WA6•I 4'-4' (527 f 1ST 1635 IMI J35S Mao 43N 5421 sw M 1071 3a3 szo6 6M 60a 84A 10w 4'-e (541 MAST 1494 is,4 Slow 5 3a6 SM M SW m39311WM 5'-e (601 PREOAST 886 6m no 1716 W7 ON 302 3060 1107 242% 4567 I WO OWN M7w 2311 5-iD'(70 PRETAST 810 M Wn 1w0 2114 260 3174 370D 1113 234 4242 RAHN IINW7 woull 6'-8' (poi PEW 797 Sol 1023 31m AW 1tl1 1aS Jlm 60a 106 7-6' (90 PREGIST 6Lq as tab m6 I42a 7w 14a tab me A on D'-4f (1187 PRECASF 411 4 oa 1Sm G51 Sue 1it0 Ile Isa 2253 60l1 UR A611MLLOA02FOR 1•bnnRAATu19•r nc1!CAA hnfw Ili hhFl A SA GOAD Na1m'"/'''TYPE 8RU6 8RF6 RCMU 4'-41 (527 PRECAST 758 757 1164 4'-C (541 PAH2151' 894 693 1073 5-6• (80 PA[LAST 408 407 55 5-f0•(70') PRWW 382 381 616 t!-e (60•) PRMW 595 788 464 7-6' (go PWAST 5D9 674 353 9'-e (1161 ?HOW 370 490 1 214 SAFE UPLIFT LOADS FOR B" PRECAST WI 2e RECESS DOOR U-LWTELS 4I27041S0 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 11111-IT aFlwt apFt1- 0-1 1 art+- a73o-n ew•-21 e- 4737a d6t6- LWJ2- wM- 4,• 331 JW JS1 6N0 YS23C 3• 3751 440 6140 4,-r(541 WaWt 072V2 DA 907 4W 4043 2M 36D7 42" 4313 S'-B6n PREGi VMS I.. 7m 23D 911 IDSM 2 AA 3311 5- 1Orm PBE'w 17/ 26 V73 3t 2a W1749 2210 27" DO5A1won an FRTI INOM 2mal 2A 3AN6,-B57o ID30 Igo IIa 24t0 iM 3R• 7,- 6a (9 PREG T 606 742 lm . I 2163 t6a an 6N MI rw 2 6I a® 9'- r (110 PRECAST 40 II4 1221 im Rim 335 6a 1w2 1366 3016 2331 ee 111E NURM N PARDIMS ARE PERCENT REWCLIMS FOR ORADE 40 SEE CENOK NCI E 16 (1) THE NUMBERS N PARMHERS ARE PEAtiW REDUCTIONS FOR GRADE 0 FED ADDED REL41 SEE GENERAL NOTE NO. 4 FTELD ADDED REW SEE DOM NOFE NO. 4 an& cIdIJe16 MWII. nda Omd bl aalru r Ow a& b —00" TYPE DESIGNATION amo p1 F - AIID ID QIOII / U . WflB® ali"oDm''°°•' t 1Q rbow bbm wood.ej e+ krywMa.q D!!4 9Ffl 9E]2 BPl r r 16 i Imo° a f raJrCcIt ieleWIN I u 40yMq. 2MbI wbo160 -, .-., NAy ltlnrd - J !' 1 A I1yI I. yta eul Nw y lr4 mlkd bd } 5e. oarcmlr bel "• 2: 00 3t701 J L1DIW0 7 t g fr o IQ ra a•+8 and bob d &M u. ds bW bw ref by bI31A alto A 107C16 am A llr 14 ru Ltd Y•36e e1 Omi Ib ah bd k- I m blpd Sep roan 16 7p 4 Aefb Id Aa4e Id M W109n 17) S* oed w mplb7ed .f" W& :I ' ry104 16 0 4171• 0. 40 b p"aJeb bdedl• W pert Iat dim b IQ Sr• 111/1 kM n IaClpr 4arp tldj.•M b 6JD w/ A4 Jp %' +! 1-I/t• LWA pA a0 6Y tl410y, d p t Ip1 i :: •.: DEC vw M fide i a p. r6Di vY a 1 Vie.+ w+r bw at31o10 q1 r rr d 1 o• MBtir M m 6ne dB.m1 r ; %i + ` q I( 0Iy 1r yIGtrwdoev4 de•6' wb rw• U• Clli L• GAf Mme_ pp m m W s vitlA t.b•0m• W la•rr a PILIJOOICC fIQ`JVLD :!ti: d :: i .t 5} X CJLLL eo4 6" fim iiltlt s ew JJem. Nlie J'b6 etm arc Almida ;f! ,.e. %. "' ; . ,! w0ur LbJ• . 04ee• Rd idlb tl eaWaO. Anfylee,e -O Z2 fi .Impr P i' •• '• Y' ~ a, • S Ffse• A 601101I n 0017nkrIr4. VA40W br la• 0 rAM Y. o LIOR errx Dp..a" L..d r "d -d Aqa W tb eONd+ld OS t SEE W LWIAL IDAD mW rrbbl0 • r:+ee114 b.b One U. M• Moe 4Cea Lbmd TANf SAp 7OR L 6r0yOUA.W B' '; . ,4• 1k t• ' •PROI)pC1'ARVISbU 6-wrA2a 1lw ID . h r6y°• irm, tl A9e3 mr m6 Qo r ma nn. tla ?:: 110DFOR ORC aCl GIgF1J) .•'fJ`.•' 6 N • • ,O'• B mtiq aao 1ne t7wlddj emu--( (1016 10 ILL - Na bid .' FUL DOWLE epi pylD . . - h 19 pA0pp1 JIOyi6mJ tU ate. irl dr•i,rA b k bald r o. a0e r ®lyd eal¢ I/2' CUi I3P , ( 13 KIM gyy ft C0jbd.,nlmrlOoamL .*' 44 •t u yaJl. rkrL. h.rm. we pN0 a9R60IIoCeee • ° 3` rt+ mld "` Ob'"• oZ t / CRAIDPARfiNO 1 i •'• : R 1 ' p d124 CRb79 SEFRIMFL 315t4 t-ita. 7>-i i.(iri tilfr,ivri r i /> /A LINTEL FABRICATIONDETAILS I,\!AaRy! ffJ1 W:7i7 k9111—: CAST FIV rillT A-M5 •F•U K yt ram.= IN . r\ 1fTa! Iy;JIW I91C9fd: YI LYlk7 A:%.. - MEM AMMAMOROMPM MIAMMADE MLA M-DAD COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) l 186S SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DMSION Nfiamt, Florida 33175-2474 T (786) 315-2S90 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) innv.miamidade.eov/eeonomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 41', 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 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 ofthe 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 Relmy A. Makar, P.E., M.S. 1 AQDECOUNTY NOA No.17-0821.18 Expiration Date: 09A 2018 Approval Date: 09/28/2017 Oq l2 $/Zo) 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 I, 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 I. 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.R. 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 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, AR, dated March 24. 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade Cotmty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.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 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 Mami-Dade CountyDepartment of Permitting, Environment, and RegulatoryA fairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifjdng 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 (RE1). 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-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 Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrtno, 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 Parrtno, P.E., signed and sealed by Craig Parrtno, 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 Parrtno, 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 Parrtno, P.E. Eieimy A. Makar, PX, M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TAME rc+rurr a rr r.SrBrutea! :J<<iGil r retsr. ML"r 102,IM gn2n. [ul:L ! l QGim TYPE 'r TYPE 'A'_m" t•I Itrt l I Irilt_ vclr,v.l va varir s wr vawe.•u r 6" PRECAST U-LINTEL DATA TABLE FIST i'J fFTE'-r.1 fII'7 e3 F' I?7.Y tf etc' r. u1a r :iL ac+ V c L ] rc+nn a M'GrSiL!T?l a'FF.1rT.LL':.IrL ir[!:7^1 riC r'•!.\raj G.ry L^_CM rrnr fL` 'JI'ET7 vn ME rwla<<MFZ7rrr'tl ['"irli' _1 ['dT9 rriSTTI L'.E7 [z: O ralar=rar r[.lr^ ,rr'ar1L!!rt7rl-vto rra'9•i L:c Ml?r7mrrIcu,M1rrrrszarrasrrl:fa.f' :1-17rrTtarsarrz h•i99"7" greE'iftAI,Irr3irrR7r2'iKr-AV7Wir _ JrFz ar l' rF*L' arL'7O rL£A r, QEtr1J.i!'!.IQ'L" raram.!ai^JLL'J til gf--W"T-Afrirfrli.'_, 211 na rLiu •_:.: IS'G'I rlr-.i r>. 1 111!•L m r u i iJ: L11J Mlil ll^;r. T, •ii F 9renra u:a rrl l®vr'T. 7ae'+rno FLL Qc FrL V'JaFJ r F.:. ,! 1 [ Gl•rV!iL'!]r, p!-n ao cc:rr,cr,crrv_:>t.varri urrvci+:_rr a.n rs tGSI r rar-yr r.n•.M W r-t,i.:L' J lY` VL'!! 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PAODUCrnvts D G E ,• Bmr Iioflai C' N • • ' roAeACm l -0 21.J8 PAOCroR^ n W, 0.4 / B p.iWlq RCo c n3 PARPoiJO bDm G\ M24CAM O R 1 t : . owA, fed. o•' SEFFNER R 335HI.71!F.IL' rilSl dail;IN ,fa1 4m Y w 1 - 1 1 r..e:[daarfl a olyurswi m CMAL 1) WAdit rvq ppp F. r t I MW - rf 4d :dom0 h rod Imo Od ar . hsA e t• aabrvaPvmpra/ w'd - IIGO ohm • A eidarm mt mlv qr wcgyp• Mo., S 1) Nab bd bYa hand m •ddmn 4 Iv mid 10, lsmtllus m bd: a fat86.1) y ft % itwohao bbim maa 1/2 s) RaW h0 mml. bd as Not *1& 4) 1% ambv 1. pedkab hfralm Lb. ad lnhaml• (v Md• a"••Ad r•v. Bom& f>< ledsfY ml24-21 + 1421we f0 f Al = wvgo.ddbrblt e kw ofede Sa IWt2ai 91 W flyd• B09N a) Shim M Ilbb a mq•d 4 d• x•dr to b. Ltldd +/ 4' dimnto haft -Old ed 1* dsh,l dloebgetJ rld and aab d Ah w m 'a Wid ft / - dablow L rM m WON mmml SW ejw ddd--4ledM fo beyAaaamdd• VC& A al mnd m-I ' Wg mM•a d be oft b 13) f oml d—daft d GI w.y d NFU Pii• K sA M Ma npbd mmn(vA er , pa. A caWy, 14) Wlm MoMd ded r + rl:A4r! y v .dN d O A 1Mn iArY e. aema w a dlh ti• gm1iR paw rm&• 1 bd + S IA tab wi9er bed We bd 16) Fa amgmll• @W Isldb •d Vm mn •d• Imo fna *ad bar W dm& It) Fa hdd W& ad Am Ism ab bd Aram mt Impbt bn0 dws 11) Safs ban a• mlmbgmd • —W W V 10) Sd• boh bead r noondArdmip anbd• my0rAD fOO wo A 31L f ¢md GdAbod Mdnad eued iemaelIA3 (A 1 obmn m• 4dd. Sm due fWM sm MIT LAIEAAL mw U K8 FOR LOAD ?AIM FOR E#M ADOMOWL V4, ji fJ : REINFUM W OW RILL CUM 1/r CR lYP riii i. (15 FUM FOR r LUM 6 R01Yt FOR Ir UNM SAFE LOADS FOR 4" SOLID LINTELS 4lM1CR•1t0 GRAVITY TYPE LENGTH 4S8 Y- e (421 PRECAST 1180 4'-0' (481 PRMGT 959 4'-e (54") PFIMW 789 5'-10'(707 PRLTW 460 6'-r (787 PRMW 360 r-6- (9D j PFff = 260 9'-4' (1121 Ff31W 156 10 8' (12b PRFri15T 116 12118 44117+•04" UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (421 PRECAST 887 371 4--e (481 P M49 597 320 4'-6' (54. 7 PIE= 529 258 5'-10'(7D7 PRECAST 407 145 6'-6' M PREGM 388 118 7'-6• (9n PRECAST 280 87 V-4' (1121 PMrMT 187 m 1d-e(12n PREGIST 162 43 12FB 12F12 12F16 to) NK . MA Ibad 'mot •• It) Daum Rtl dust nbK to be uedd d Y• bAm Of n• Wel aeq. i: •. ' + :'>' • '•f ?vA."'S mojx= DENIM sue 6F8 8F12 6F16 m anyymOvAA me EIaAk 1!ti ;1i ; { a' e nL, 2—•° s.T "18 Za TYPE DE9nNATION .•. "'% ••••' . r.• nmamow//•naa . am rl • • • • ; ..-.. wimil 12F16-2B/ 2T?: :.;.._ ,• .?.,.; n < F .- alm_j Lpm° 0 algvltr ':. y '" l 'f'a Y, 4+,.'4;, M;h• t.•:./ Ci.'A^.J: is 5 `"'`:: W mmemMUD mK um ` 'Y' r1C e...• f(r .w ' C.. i hw vr am d 4 to r am a• a 4S8 ., "• 0f • 121` 28 12F24 12F20 ma M K mm• * - PRODIJCI IiFQVJO u#•'. ST slum" dwiW oa Pb bf• 11 0 a0`•tma"p° • • • • • • • • ' A :,t'F,31AI6PAAAINO O b • ° • • 1 6F32 SF28 6F246F20 ''/',S' S, a' h1C, 4 SSp>IEFi 3MM ad 8. a =CAST-CRETE 4"> 6" & 12" UNTEL SAFE LOAD TABLES to E otlmYf-11 1gLAI 1! Jo11hN AIMRN Udl Un Iwe l anaom a: wum t - lLA > dOSd o2AthR:1R Ilan swiffs SAFE GRAVITY LOADS FOR B" PRECAST U-LWTELS Cwatf*-M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 60B 6F8-18 6F12-t 6FIS-18 M-18 U24-19 WA-1 6F32-10 S-6- (421 PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 4'-0' (451 PRECAST 2025 2313 3992 5050 148 7227 8297 9357 4'-8' (341 PRECAST 1654 1897 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 61-6' (780 PRECAST 949 1078 1B31 2850 4328 6737 82117 9357 Y-r (901 PRECAST 779 80 1459 1 2168 3151 4524 6654 7 9'-4' (1121 PRECAST 584 6M 1056 1523 2084 2705 3731 5017 10'-6'(Ml PRECAST 503 568 825 1270 1706 2236 280 3747 It'-4-(13n PRECAST 457 513 BD5 1133 1507 1052 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 28M 13'-4'(1601 PRECAST 373 417 646 B95 1170 145 1852 2295 14'-0'(1681 PRECAST 351 392 605 B35 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 455 620 794 9115 1I9B 1437 THE NUMBERS IN PAIEMHESIS ARE PERCENT REIRICTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL WE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS MR a• 02rr.AaT IIJ IWTMA v SAFE LOAD PLF LENGTH TYPE SUB BFB R GNU 3'-6' (421 PRECAST 587 1D55 596 4'-O' (481 PRECAST 487 787 445 4'-e (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 283 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (112') PRECAST 173 352 74 10'-6'(126 PRECAST 151 275 58 11'-4'(W) PRECAST 139 311 49 I2!-0'(144) PRECAST 131 277 44 13'-4'(160') PRECAST 117 223 35 14'-0' (19) PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE CEIBRAL NDTE )8 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS ON .4-1w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61`8-I1 02-tT 6FIS-11 020-tT 6F24-IT 08-116F32-17 3'-8' (421 PRECAST 1412 2074 2715 3350 3997 4638 5279 4'-0' (481 PRECAST 1225 1600 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1682 2084 2577 3069 3552 4055 5'-101(710' PRECAST 931 1222 IBM 1 1979 2357 2736 3114 8'-6' (781 PRECAST 723 1007 1437N 1777 2117 2457 2797 7'-8' (901 PRECAST 646 883o* 1240 1544 N 1640 0 2135 N 2431 9'-4' (M) PRECAST 575 571Do 210 1252 1492 1732 1072 Ip'-6'(1281 PRECAST 514 462 787 1121 133 1551 1766 11'-4-(136) PRECAST 474 404 815 to 985 1213 1442J 1645 IT-O'(144) PRECAST 454 38700 619 M 1093 1299 1506 to 13'-4'(160) PRECAST 402 308 516 735 90B 1078 1247 14'-O'(I681 PRECAST 368 295 475 077 832 289 1145 17'-4'(2051 PRECAST 253 j 208 SM 475J 515 03 803 U) THE NUMBERS IN PNiEMNESIS ARE PERCENT REDUCTONS FOR CRADE 46 FIELD ADDED REBAR SEE GENERAL NOTE N0. 4 R 6 •` CRAIGPAMO 6924 CR SMf,, 710NAI 'OOW 5EfR831 R 93584 R.. P.E. MN0.44751 PRODUCT RSVLUD as mmnoyioasalwhe wi141Pa Plmtda AeeeplmceW- 0 8 By PRODDOTR9WSI1) ga; ZS 'N1lh awida Apy C0.000003.pT 8 L Pi'lf'7:I7 pan iTT IJ.7TlTl• , LOAD rnm . 1 5 FTmtr>•Js tea'% G W F: rarr,Ti'r i 0 SAFE GRAVITY LOA139 FOR 12" PRECAST U.LINTELS owr+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH iYPE 12UB 12WD 1712-3 12fl6- 11070-29 IIF14.28 IWO- 1 tL72-26 S-6' (421 PRECAST 3428 500D 583E 7619 9352 11080 12755 14439 4'-0' (481 PRECAST 2923 4232 583E 7819 9352 11060 17755 14435 V-B' (541 PRECAST 2396 3464 5304 7010 ISM 11060 17755 1443E 51-10'(7DI PRECAST 1612 2320 3218 6234 B487 11060 12755 144 B'-6' (701 PRECAST 1383 INS 2079 4196 5421 10032 12755 1 7'-6' (90) PRECAST 1136 1828 2131 3218 4076 0755 9M 135 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4197 5593 IW-8•(1261 PRECAST 614 1043 1295 1853 2516 3 4334 11'-4'(1361 PRECAST 518 945 1162 t649 2216 2B93 3719 1 47 12'-0'(144' PRECAST 458 378 1073 1513 2020 2817 3333 1 4206 13'-4'(16D') PRECAST 359 767 928 1204 1709 2188 2743 3409 14'-0' (16B') PRECAST 321 7200 855 1204 1584 2017 2451 3166 17'-4"(2087 PRECAST NK 4510 631 SS1 1141 1428 1750 2102 19'-4'(232) PRECAST NR 343 4770 700 925 1152 13B0 1609 SAFE LATERAL LOADS FOR 42+1311M.AM W DYM A J 4'""P"' SA LOAD PLF LENGTH TYPE 12UB 12F8 R& Y-e (42' PRECAST 1295 4841 393 4'-0' (48' PRECAST 1295 4841 299 4'-8' (341 PRECAST 1049 3922 2417 5'-10'(707 PRECAST 681 2547 155 B'-6' (M PRECAST 579 12187 1 7'-6' (901 PRECAST 474 117771 914 9'-4' (1)21 PRECAST 355 11326 58 10'-6'(1201 PRECAST 306 11143 454P4 11'-4'(10) PRECAST 278 1041 38 12'-W(1441 PRECAST 260 971 3 13'-4' (160) PRECAST 229 857 278 14'-O'(168) PRECAST 216 809 251 17'-4'(206')PRESTRESSED N.R. 833,j 16 19'-4'(232') PRFSIRESSm N.R. 534J 130 U) IM NAMIM M PAmM&W ARE POW110 F MX=5 CDR - au. uuvatR nuts to LADE 40 mo AM RO1NL SEE (alma =I to 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LATERAL 12' PRECAST w12' REOERS DOORDS L1U4.11 10pic Bnm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE Im I2A6-20 TlBT10 1218T4- IMID- UAf22- IW8- W 4'-4" (521 PRECAST 2638 2942 5468 1 7584 19640 11669 13679 15M 4'-6' (541 PRECAST 2319 2740 5468 17584 1 9640 11668 13570 15679 5'-8' (68') PRECAST 1347 1841 35M 6395 9640 11669 13M 15SWN% 5'-10'(707 PRECAST 1259 1758 3381 5954 935E 11669 13679 160 0'-8' (801 PRECAST 924 1430 2633 4415 8884 1 1 1 7'-6' (90') PRECAST 703 1203 2157 3494 5259 7922 9 11 9'-8' (II$I PRECAST 389 643 1451 215) 3203 4427 5417 8380 4'-4- (521 PRECAST 4'-r. (54' PRECAST 5'-8' (68) PRECAST 5'-f0'(70' PRECAST 61-8" (8D') PRECAST 7'4' (900 PRECAST 9'-0' (1161 PRECAST SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS wsln`w m SAFE LOAD -POUNDS PER LINEAR FODT LENGTH TYPE In-21 12T12-2 12FI8-1112F2D-2T 014-I1 21 32-21 3'-8' (421 PRECAST 2752 4287 5613 6938 M54 9589 10915 4'-W (41r) PREL`AST 2380 3721 4572 B023 7174 8325 9477 4'-6' (54 PRECAST 2113 3291 4310 532B 8347 7365 8384 T-10'(70r) PRECAST 1623 2527 3310 4092 4075 5658 6441 0'-6' (781 PRECAST 1444 2269.2972 3075 Y-B' (901 PRECAST 12670 1787 319 9'-4' (1121 PRECAST 1028 117 2006 2590 10'-8"(126) PRECAST 920 947 1612 22B1 11'-4'(130) PRETAST 865 B29 1404 1982 12'-$(1441 PRECAST B14 753 1269 1788 13'-4'(1607 PRECAST 678 633 1057 1485 14'-O'(16B7 PRECAST 622 588 974 1365 1Y-4'(2081 PRECAST 434 427 695 994 19'-4'(2321 PRECAST 366 3701 593 8171 10 THE NRIMAS IN PARDAMM ARE RFUW 91019C A S MR GAGE 40 Mb MM REEK SEE CDM JIM Na 4 SAFI3 UPLIFT LOADS FOR 12" PRECASTw/2" RECESS DOOR U•LINTELS 6MV-69111RAT I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH 4'-4' (Bn PRECAST 4'-6' (541 PRECAST 5'-8' (68l PRECAST 5-10' (7D j PRECAST B'-8' (801 PRECAST 7'-8' (9D' PRECAST I151 PRECAST UI IM MEMO 14 PARDFME56 ARF PEFa9Q HWUMM Alt _" ucnuw nvic WX 40 FRID AWED MM SR 0XIM NOTE Na 4 PRODUCI'Rgy D BtdJdjg 'inm'Ao F1.1d. r?/ B4% Z"'00Z SEE GENERAL NOTES -SHEET 1 OF 3 u ,. +.......: NOR06 M MAIII BSS ARE F41Ei1R REWdpM MR ENS ' , 40 MW ADDED 039L SEE COM NWE NA. 4 447 qP,piCRAIGPi,' R G .• 6324CR679 i, u/ONi'. SFfFi4liA.40. 93580 4AF „ FT..P.E.18E.%IO.49PAS8 PRDifucrn8vmaD DLt ftjN1U1 DIO1ltbo n 40D4 o1 a '0°' mmCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES osof 7/16± Rf ma NOOq-I4 DRRR RD am ax" WAL• WX 1Gat31101Dtman4RFN AIW . M - RW. a 41MI 07ARBANa E7Nti b@T 3 W 3 M I AM I -WE MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMIMSTRATION DMSION Miami, Florida 33175-2474 T (786) 31S-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) m"v.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 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. DESCRYPTION: "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 -bade 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 # 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. Mahar, P.E., M.S. 19 N" DARE COON NOA No. 05/21/ 022ExpirationDate: OS/2I/2022 Approval Date: 09/28/2017 /' Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS L 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 94 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 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 1996for 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 Certfed Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #8411119805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-N121208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #S rebar by Birmingham Steel Corp. my 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-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 PIade Precast Lintels elated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet 1 of1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 L-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. Mel 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 C-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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Leber from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculationsfor 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. Maltar, 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 016-0126.03 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 (RER). E. MATERIAL CERTIFICATION 1. None. 4 Cffe(my A. Maker, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05Ii1/2022 Approval Date: 09/28t2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1.0. NEW EVIDENCE SUBNHTTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 114-14 d. Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28h017 E-6 AST- R6T a HIGH STRENGTH PRECAST ANDPRESTRESSEDCONCRETELINTELS L A' STIRRUPS + U AR w- B L STIR uR— P- MI> 7/3;0 BA STIRRUPS IYPE ne snRRUPS t n B. 511RRU IS 21'-4• LI 4 M ' 7/32 AAR Il'-r e o 3'-/ 31CI to 2ef 0,2111 1 All 1047/32 MR a1'-lo• s 0 ,i7l0 to 1L21A tut si 11 7/ a MR w-te• s e''-0 1/Y fo It' PRECAST W/ 21 RECESS DOOR U-UNTEL_DATA TABLE r'' it%; ii llr 7i:l n i>tii L 1 S'li 1 tJJ F[ i E 7G*Ql fLI7-a 11fl:,i-!D'3 FiiriC flO Etcyr€, aE7CYLr7 1'zartL ULL J!T4; ALr 1GJFL1BrsGill7.lFl L"a rU_].:':l ', t/!.`.l_SIL' MV7AO iC Ea6Li[7i:i11TGl il:a C/t.,, .t fJG3i a Bl! liCJf] r it l]QY l•`_1f lliJ1 r GL:J ....f CL GI_ JundrmdLm,IFSJat-:TJMs,!I, Ear-1rJJ]t7 OF t' Aa'J• 1m .*.. MOD b ION tia"" atofPll O aet sAatorwnitA Aoroo_ 017 m +t mir.err. A ou PROD= MEWED I _ P m.117Lb WW1 - Z•%.1i poee i.02.L f fYfIM PaM111A111 powullell is rem= fait /fma ~AL U A 7AMEMm w Cann Wn Alb *am= a 11amma as Rnomm INU, ma PON illllm amllmt OF gS"=1116L W 1, EWUMM trttl. 1/Aa IM AID! ASMI AloAn1AaAYEnA1fYAr1h•f/It AM. t. Will ti l/IAL RADD o1 tlllm A14almmoWnOmAIAIAYDflpttt+CR A011Y01a A111C11101f-116 cNiINI lfDit®M to of m mRam tun m mwu tt1A1D AM MIf_ A0. W ilo.11n . 4 am im lAK tmfa 111010 t Sloan LoePvJoaatItBOAM1 . nee M In r aW tAW OG AMMu t tola^ 1.. um tsl Nl ALL mtJIM A Dt71 Im9; Y e 011Is or ntntFFREM nKFS M L 10. PAtltlln ilmCE -Alt 4 Iw a 110 M Wo o p e7 UD Ulan AU 1/ 11a Imm M 4A71YWo_ Ulm wTa s M 11aasi1a11t1iloMAattoo1®6 v v ENs•, •, v_ Y,%ii u ; 7M!: CrUUQ PARRWO moaucrRavtsl MtaSdylpu9ARr17oW R/ A 0 o3,e2 Baia. s y,16 OMAL,= n•'A FLP.EUC.PD.4M afEl CAST—CRETE 8" LINTEL FABRICATION DETAILS c QeFF RRA%n-ry LOAn9 FOR r PRECAST 8 PRESTRESSED U4JNTELS 0s1+NW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENtrim" 8UB n a6 no -is in" sn2-p sts0 lit" 6F76-0s WID-15 EN-119 Inl-u OWN MD-11 SF32-0 1172-410 4Yam' FfliGldT 2231 Nis 6163 RIM um 122 IDmI 3011 460 SID 7647 1074 11311 IIM 4-0' (4B PRECAtiT tD6a aq I Sean 4sro am 7e34 plot 11a3 006 plu 7547 UN t031{ IteM 4' -0- (54') • PAETAST is" 2110 031 3133 45M pl00 am lispass 4373 1113 m an Imo loss 5-4' (641 PREW 1217 1229 17m OtonamMISn+t am m umw li-t0'(70 PR9y1ST t082 1105 10s 531 2mm n41 3519 Sop usl ate 1 00 1 v a too smam 71st l0a D,-8' (J8'1 P ,D6JST y ta>D 2177 3480 3M1 3W 4361 6011 Im 2in 3w 3 Imo Mft as r-6' (WI PR AST W t 1721 A 9 3191 31e6 rolltu t 206% 3M oat Na IM D'-4' (1127 PRECAST r w nsD tips 256c ma Ibis 33M 762 145 ISO l311 son 13ro Id-8'(126)PMEW 475 up 120 ao13 am tla ffits W low 15D m3 2711 4731 to 17'-4'(1367 PIiECIbi 362 su lob Im at/ 2423 3127 400e 39 W na INS 2123 31n 40M lY-0' f44 P1ifGST 337 410 1n 1264 IW to 20S 355I m3 1254 lam RW 2A16 SIM tY-4.1 PI GIiT 2B6 79 Iota MIS Isa 2316 2161 765 Im Ion leas 91e aD 14-0'(188 PRECAS) 278 701 Ism I= Ion 1127 2W 70! 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SEE GENERAL N01E ND. 4 TYPE DESIGNATIDN ffi1ff BEB $E12 BET@ F - II11®tfl aw1tF (3 Rout s7aF11001a, 4f tl11H 0a0T BF16--11B/1T IVMLVMJ l - ukm'gm CA, sour e. _ •', TS Tau Ar t1Wla1 tt tt06 raw am 1PRGDucrRuvtmSZWD amma oomp171nt w14 own A& 7W0b 44 t> - 0 : 7 7eRmarmwo a. 7. 0 M611I.IrorAb 43AIRR1 It' CIRAIDPARIGNO i : R .• 6324 CR6N r tq7 Oj11i11. O0, RBEFAWM R. rMt Inc CAST-CRETE 8' LINTEL FABRICATION DETAILS CITY OF SkNFORD FIRE 0EPARTil:4EXT Building & Fire Prevention Division PERMIT APPLICATION Application No: X - i 4o li Documented Construction Value: $ 51,000 Job Address: 2620 Flycatcher Way Historic District: Yes Noa Parcel ID: 17-20-31-502-0000-2270 Residentiala Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-8119 Fax: Entail, brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL, LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste. 124 Resident of property?: No City, State zip: Lake Mary, FL 32746 Name Brandon Gibbs Contractor Information Phone: 407-630-0119 Street: 146 West Plant St., Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail- Mortgage Lender: n/a Address: Address: i WARNING TO OWNER: YOUR FAO.URE 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 TIRE 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 10S3 Shall be inscribed with the date of application and the code in effect as of that date: 6ih Edition (2017) Florida Building Code Revised: January 1. 2019 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable,laws regulating construction and zoning. Signature of Owne/Agent Date Print Owner/Agent's Name Signature ofNotary-Stare of Florida Date Owner/Agent is Personally Known to Me of Produced M Type of M sm., ofConwjcuYdASc= a$` 8= J eC.MAy!J Print Contractor/Agent's Name r Signature ofNo Florida D Contractor/Agent is Personally Known to Me or Produced ID Type of M BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechwiical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: lannary 1, 2019 Pamit Application A 4• Bi9 i- AUG 1 2018 I ti -8 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 2?- 14C)a Documented Construction Value: S 4,636.00 Job Address: 2620 Flycatcher Way Historic District: Yes No Parcel ID: 17-20-31-502-0000-2270 Residential ER Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 City, State Zip: lake Mary. FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kull)) Phone: 407-886-3729 Street: 5401 Enegry Air Ct Fax: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: YARNING 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 n separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall he inscribed with the date or application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: Junc 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Uwner/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 8/9/18 Signature 1 ontractndAgent Date Robert Kulp Print Coramctor/Agent's Name Signature of Notary -State of Fli a Date NotPudtie Stets of floAde Sarai Rodriguez My Commission GG 1470M ExpUes 1010V20R Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2013 Permit Application FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way Permit Office: Seminole -County City, State, Zip: Sanford. FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. NIA R= ft2 10. Ceiling Types (1981.0 sqft.) Insulation Area S. Is this a worst case? No a. Under Attic (Vented) R=30.0 1981.00 ft 6. Conditioned floor area above grade (W) 1981 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. NIA R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEERA4.00 c. U-Factor: WA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features b. NIA R= ft' None c. N/A R= ft' 15. Credits Pslat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 58.53 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and qHE STg7, this calculation are in compliance with the Florida Energy specifications covered by this A.00 Code. calculation indicates compliance with the Florida Energy Code. y.„`'% _;; tPREPAREDBY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance the Florida Energy Code. Florida Statutes. C vCDwithWt-' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. 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 (In requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNETIICC 380, is not greater than 0.030 On for whole house. 1/17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FIRE INSPECTIONS CITY OF SANFORD 07.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001402 Date 8/14/18 Application pin number . . . 884832 Property Address . . . . . . 2620 FLYCATCHER WAY Parcel Number . . 17.20.31.502-0000-2270 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 284544 Application desc noc on file Owner Contractor STARLIGHT HOMES FLORIDA STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1070135 Permit pin number 1070135 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/14/18 Valuation . . . . 4636 Expiration Date . . 2/10/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 10:0.00 02-CURB CUT/DRIVE - S/F 0.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD CUSTOMER RECEIPT a+* Oper: RLANDA Type: CC Drawer: 1Date: 8/14/18 01 Receipt no: 116471 Year Number Amount 2018 2620 FLYCATCHERI402MAY SANFORD, FL 32173 BP BUILDING PERMIT RECEIPTS 99.68 AC 84748S Tender detail CC CREDIT CARD Total tendered Total payment Trans date: 8/14/18 99.00 99.08 99.00 Time: 8:37:34 aloaa ra,c&:fTAVr wCuJl d 3I S- Main Se. Winter Carden, M 34787 407-636-9656 REpoRlr OF PROJECT wyll PROCTOR Q.00ATION: V DATETMTED: D 16 - [qb- PROJECT NO., ounm NO- - EL,Mlzlr NO: 1 s nor r ewc nr rert reecma or KC=Tt= evice s s.oetr rssc rr G - 3 /G' C. / 2 - cG l 1 8 - 116)- SPECIFIC PURPOSE SURVEY L O FORMBOARD) O L Z N C y II WYNDHAM PRESERVE c Sa LOT 227 o $ d PB 81. PG 93) a W O N jr1 O O 40mob LOT 219 LOT 220 LOT 221 c c Z e N89W 10310E 62. 00' s o c AIORM BOUNDARr In o' uw of cor 49 a SJ i LOT 227 AREA = 7,130 S.F.NIS. 8.7' 22.0 22.7 43 w 1STORY y RESIDENCE LOT 228 c LOT 226 FORMBOARD FFG= 26.84' O h h w w 6.7 w O Z h R mL87' 20.0 8.7' y — — — r — — — — — — + — — — — — — — — — — — — — + — — — — — — — — — 62.00 W o CURB FLYCATCHER WAY N o PCP 50' RIGHT—OF—WAY H PRIVATE ROAD) _ v CENTER/ S 89-43'03" W 391.64' LINE Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE'. City of Sanford Seminole County, Florida. Front: 25' Rear = 20' Side - S' LLe a ea'Rudnip MEND:AOUSSO-Access/bminage/UtiGBa/Sidewalk BFP-Back low Preventer /Sight Oistanee Easement S -Survey PRM -Permanent Rer. Monument R -Reported PCP -Permanent Control Paint 0-0aseription FP&L-Florido Power k Light P -Plat 0. .-Geed Book O.R.-official Records Book FFE-Finish Floor Devotion Water Meter oa-Water Vahro P.B.-Plat Book Z7-Fire Hydrant Pg•-Page AC® -Reclaimed Water Meter ov.-Devotion ACb4-Reclaimed Water Valve Cone. -Concrete Cable Box OP Brick Paver Telephone Box SW -Sidewalk Electric Box FIFE Finished Floor Elevation 0-Ublity Pole CI-l:urb Inlet r!-Guy PoleIGnGroteTopInletLightPole P.U.E.-Pubric Utility Easement f--C Anchor RCP -Reinforced Cone. Pipe OU--Overhood Utilities PVC-PolyWnA Chloride O-Storm Sewof Manhole NCS-No Comer Set (Fels in water) SoNtory Sewer ManholeSF -Square Feet ENNo-Elactrie Ilandhole O.U.E. -Drainage/Utility Easement COO -Clean Out FMGO-MAG NAIL A: DISK AWDcl-Irrigation Central Valve P.K. -Parker Kalan Nall p -Sign SIR -Set 1/2' Iron Rod L87768 wDo-Cote Water Valve SPKO-Set P.K. & Disk L87768 0-Gas MakerFIR -Found 1/2' Iron Rod L87766 11 -Existing Grade FIP -found 1 /2' Iron Pipe L87768 0 -Blow-off Valve FPKO-Found P.K. Nall k Disk 1.0766 •-r_-Oroinage no. Direction FCM -Found 4'x4' Concrete 16.0 -Promxed ne.lnn c..e. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, wake, and other similar Rams shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon am In feel and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1922 (NGVD29). 4. Proposed grades A finished floor elevations sham hereon are from the construction plan for 'WYNDHAM PRESERVE. City of Sanford Seminole County. Florida. S. This Specific Purpose Survey Is for the location and elevation of the fonnboards only MILS IS NOT A BOUNDARY SURVEY) 10' UTILITY EASEMENT (P) PCIP 227.14 BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C-0765H. in Flood Zone Y DESCRIPTION: LOT 227, according to the plat of'WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida' This certifies that a surMeelst q jlorson described properly was made under my s 1 h69eta the Standards of Mai Wid, FIL 3 Place, Suite 109 Maitland, FL 32751 ProeUes eat fj!l t n of Professional Phone: (321; 270-0440 Surveyors k Mop Merida Administrative Fax: (813 248-2266 code, punlm ya •o4Y2.024, c EtpLda Statutes. a Licensed Business No. LB 7768 w GeoPoin't a• Surveying. Inc. as D. L6Vi •.. C t x. RIDA PROFESSIO 18' NO. 1569 5 Drown: RCA Checked: JOL P.C.: Data File:fh-Plot NOT VALID WITHOUT THE TURE AND THE ORIGINAL Date:07/JO/18 Owg:BeamFadAaf77f Order No.: ^ SEC. 17 - 1WN.20 S. - RNG. 31 E. Field 8k: — WISED S f FLORIDA SU R AND MAP CITY OF SANFOF BUILDING & FIRE PREVENTIC JFt1D PERMIT APPLICATIC Application No: 18 - I Ito 2- Documented Construction Value: S 59 25 Job Address: 2_WZo C_a_+cJA-r- Historic District: Yes No [` Parcel ID: Residential Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move C Description of Work: -A csvh b 1 v,r. -Tu1' S ,. - Tk - , Qp k T u-} If Plan Review Contact Person: i3l cl.tns -n'e n-4- b!:e b LL'A(d-•e..'- Title: Phone: Fag: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: "-Z?-- 2_43 Street: Cl' _-o I 'BOLL h n c.. A R f Fag: (f o-+- 2W6 - City, State Zip: CV-4 a x^.Jc- I r .3 2-C,12-'-f State License No.: C.c-' ArchitectlEngineer Information Name: Street: Phone: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( 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. 1 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. 1 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: P Edition (2014) Florida Building Code Revised: June 30, 2013 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may e found in the public records of this county, and there may be additional permits required from other governmental entities such as waft 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 requir dinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittkl. 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 valt e, 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 w be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print owner/Agent's Name Signature of Notary -State of Florida Date 0 - 24- GIs Signature of Conuactor/Agent 6ate V<I LT-1 Print ContractodAgent's Name 29-2ci 18 PATSUSI MY COMMISSION ! FF t=4 EXPIRES: August 25, 2018 aenM lit N0U1y Pubre UMienmb(% Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Plumbing - # of Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 20 15 Permit Application 507 Slate Road 52 123 Miller Rnad r 9701 Bachman Road Established 1073 i ludson, FL 34669 Valrioo, FL 33594 •. Orlando, FL 32824 1vaw+.RJKlelty.com 27-863.5486 813-661-0707 407-855-2636 State License a CF-0O2 42 R.J. W ELTY Page: 10 1 Droposal No: 717-13526 PLUfABING • HEATING • COOLING Proposal Date: 712612017 3repared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey' 1412 Lake Mary FL 32746 No Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $5,926.00 mayment to be made as follows: 40% Rough In 30% Top Out 30°k Finish. NET 10 Days kil materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviatioonlyuponwrittenorders, and will become an extra charge over and above the estimate. Allromspecificationsbelowinvolvingextracostsexecuted agreements contingent upon stn7ces, a or dota S beyond our control. Owner to carry fire omado, and other n sary insurance. Our workers are covered by workers compensatio ' surence. - C,, e fW AUTHORIZED SIGN ATUR THIS PROPOSAL tdA BE W ITHDRAV N IF NOT ACCEPTED IN 30 0 Y We hereby submit specifications ates tor. Absteraeth 1 Shower Starting Accord 6044 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve t Toilet Gerber Maviell 21-912 1.28 White Elongated I Lav By Builder With Moen Chateau 64M Chrome Faucet 2nd Bath I Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TLI83 Chrome Valve I Toilet Gerber Maxwell 21-9121.28 While Elongated I Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen I Sink By Builder 1 Faucet Moen Integra 67315 Chrome I Disposal ISE Badger V With Cord 1 Icerrlaker Una With Recessed Box 1 Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backflliing Included For Sewer & Water Only (Slab Backfilling By Others) Back law P;evenlers included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sevier Allowance: Additional $12 per toot MY Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lion Lam • Florida Statutes 713.001-713.37. Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made aoutlinedabove. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 112% will be added after 3 days. Any sewer taps deeper than 4 12 feet or requires baekhoe or dewatering will be an extra charge. I SIGNED: n t /n j,-ttr Z - DATE OF ACCEPTANCE 8 PAGE 2• l Branch: Hudson Last Edit By: Last Edit Date: 7272017 REVISION NOV 01 2018 Revision ^ City of Sanford Response to Comments ''" Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # — L4 Submittal Date to 131 11?) Project Address: Contact: Ph: L :)r =10'06 E)I LP-1 Fax: Email: hsb+Ner3• LOh% Trades a mpassed in revision: General description of revision: Building Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building d5e w Ict - t$ RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 227 - 1981 TR Builder Name: Starlight Homes 6UI Street: 2620 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: 1%- 1'%0 a. S C AFROOwner. Jurisdiction: RODesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone w c• 1. New construction or existing New (From Plans) 9. Wall Types(1955.3 sqft.) Insulation rea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft: 6. Conditioned floor area above grade (I'll 1981 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-Factor: Obl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 58.53 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and F HE Srg7, this calculation are in compliance with the Florida Energy specifications covered by this 4%00 Code. calculation indicates compliance with the Florida Energy Code. ru,,,''••.; tii:• ;: =' „ O it BeforePREPAREDBY: construction is completed a a DATE: this building will be inspected for O a compliance with Section 553.908 1 hereby certify that this building, as designed. is in compliance99 Florida Statutes. with the Florida Ener ode. C Oy Cp 1,yE'f OWNER/AGENT. -6-xGtwn BUILDING OFFICIAL: DATE: ImAl i I V 0 DATE: - 4 • 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 /17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 i Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 227 - 1981 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 227 2620 Flycatcher Way Seminole Sanford , FL, 32773 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS It Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.3 ft 0 1981 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emilt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC J # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood 1/17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 2 3 4 5 W N E S S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 60 0 9 4.1 44 9 9 4.1 48 9 9 4.1 24 9 9 13 31 3 9 4 560.0 ft' 4 417.7 ft' 4 455.0 ft' 4 231.0 ft' 4 291.7 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Omt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 W 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 0.25 N 0.34 0.26 N 30.0 ft' 1 ft 0 in 30.0 ft' 1 ft0 in 30. 0 ft' 8 ft 0 in 48. 0 ft' 8 ft 0 in 30. 0 ft' 1 ft 0 in 1 ft 0 in None 1 ft 0 in None 1 ft0 in None 1 ft0 in None 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 ft 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 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 drn 0.75 1 sys#1 1/17/2018 5:50 PM EnergyGauge D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM 9 System Type SubType17 Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft° DUCTS Supply — Return --- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main dm 59.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[ ]] Jan Feb ]Mar j A r [ Ma X] Jun jXj Jul [X] Au Se f j Od ((jj Nov r(] Dec He Jan Feb X] MarH Apr [ May ] Jun [ ]Jul [ ]Aug Sepri Od [X] Nov DecEX] Ventin [ 1] Jan Feb [[X] Mar IX] Apr I May [ ]Jun [ ]Jul [ ] Au Se X] Oct [[X]] Nov DeclJ Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 5:50 PM EnergyGaugeO 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* = 97 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 (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor. N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. NIA c. N/A 2620 Flycatcher Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 1981 b. N/A Area c. N/A 120.00 ft' Ducts a. Sup: Attic, Ret: Main, AH: Maina. 48.00 ft' 12. Cooling systems ft' a. Central Unit ft' 4.250 ft. 0.257 Insulation Area R=0.0 1981.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: `I Date: 0Ill I tip Address of New Home: ,.1 e D ^ - City/FL Zip: 3 ,,,_Qta,FL- Insulation Area R= 4.1 1663.70 ft' R= 13.0 291.67 ft' R= ft' R= ft' Insulation Area R= 30.0 1981.00 ft' R= ft' R= ft' R ft' 6 396.2 kStu/ hr Efficiency 30. 0 SEER:14.00 kBtu/ hr Efficiency 30. 0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat 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/ 17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way 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 ansoffitydroppedceiling/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/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air 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 p4ping and waring 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 sprinkler cover alates and walls or ceilings a. in aooiaon, inspection or iog wars snap oe in accoroance wan the provisions of icc-auu. 1/17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 FBC 6lh 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 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE 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 test, shall be turned off-, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE 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: tZaE Srg7 1/17/2018 5:50 PM 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 227 - 1981 TR Builder Name: Starlight Homes Street: 2620 Flycatcher Way 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 (Qn,out) FORMR405-2017 Duct Leakagle Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct Total Conditioned Floor Area) System Qn,out)' Leaka e 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 /17/2018 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: a 1/17/2018 5:50 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham wrightsofte Date: 4114/2017 Entire House ef. Energy Air, Inc Plan: 1981 S 5401 Energy At, cX Orlando. FL 32810 Phone 407-886-3720 Emell: GRenner®energyairmm VAb:wwwenerpyairmm Project• • For. Lot 227 -1981 TR, Starlight Homes 2620 Flycatcher Way, 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 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17244 Btuh Structure 14999 Btuh Duds 1538 Btuh Duds 2048 Btuh Central vent (65 cfm) 1830 Stuh Central vent (65 dm) 1248 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20612 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 18295 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2278 Btuh BtuhnCentralvent (65 dm) 19117 Heatingg Cooling Outside air Area (f ?) 1983 1983 Equipment latent load 4391 Btuh Volume (P) 18498 18498 Air changesfiour 0.26 0.14 Equipment Total Load (Sert+Lat) 22687 Btuh Equiv. AVF (ctm) 80 43 Req. total capacity at 0.75 SHR 2.0 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 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 ctm Actual air flow 899 dm Air flow factor 0.048 cfmBtuh Air flow factor 0.053 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 36 OF Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE 9oldWalk values have been manna ryovenfdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 19—htsoft' RighFSuile®Universal 2018 18.0.11 RSU17013 2018-00-3016:5032 Page 105K ...Spedfidwyndham Pre servet t 227 -1881 TRlup Cale MI8 Front Door faces: S Manual S Compliance Report Job: Statiight-Wyndham wrightsofts P Date: 4114/2017 Entire House Energy Air, Inc Plan: 1981 S 6401 Energy Air. CL Orlando, FL 32810 Phone:407-888-3729 Email: GRenner®energyaireom Web: www.energyalrmm For. Lot 227 -1981 TR, Starlight Homes 2620 Flycatcher Way, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 18295 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 22687 Btuh Indoor RH: 50% Estimated airflow: 899 drrl Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Sensible capacity. 20916 Btuh 114% of load Latent capacity: 5203 Btuh 118% of load Total capacity: 26119 Btuh 115% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20612 Btuh Entering coil DB: 68.1 OF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Output capacity: 28600 Stuh 139% of load Capacity balance: 36 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elecstdp Manufacturer. Model: Actual airflow. 899 drrl Output capacity: 5.6 kW 92% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. wrightsoft' 012 Wght-Suite®Unhersal 201818.0.11 RSU17013 2018Ou 30185gePape 11 400k .-SpedRdWyndham Presernel ot 227 -1981 TRfup Cale = MJ8 Front Ooor faces: S 4 Duct System Summary Job: Starlight -Wyndham wrightso, `• Data: 411412O17 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 4074888.3729 Email: GRenner®energyalwom Web wuw.energyalwom For. Lot 227 -1981 TR, Starlight Homes 2620 Flycatcher Way, Sanford, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (fEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.164 in/100ft 899 cfm 171 ft Coding 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.164 in/100ft 899 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Dud Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba 2 c 142 3 7 0.180 4.0 Ox 0 VIFx 30.2 125.0 st3 beat c 1542 57 81 0.186 6.0 Ox 0 VIFx 25.6 125.0 st2 bea4 h 2355 113 79 0.170 7.0 Ox 0 VIFx 35.0 130.0 st3 br3-A c 1415 57 75 0.167 6.0 Ox 0 VIFx 38.1 130.0 st3 bYer h 1435 69 65 0.339 5.0 Ox 0 VIFx 7.6 75.0 Idtdin-Fern C 2148 84 113 0.206 7.0 Ox 0 VIFx 15.7 120.0 sti Idt-din-FarwA c 2148 84 113 0.200 7.0 Ox 0 VIFx 20.0 120.0 stl Idwin-FamB C 2148 84 113 0.197 7.0 Ox 0 VIFx 22.3 120.0 st1 laan C 945 27 50 0.346 5.0 Ox 0 VIFx 5.9 75.0 tuba h 744 36 24 0.181 4.0 Ox0 VIFx 29.3 125.0 st2 mbr h 3017 144 96 0.175 7.0 Ox0 VIFx 29.6 130.0 S12 rnwie h 1415 68 36 0.168 5.0 Ox 0 VIFx 36.2 130.0 st2 c2-A c 48 1 3 0.185 4.0 Ox 0 VIFx 26.0 125.0 st2 v^a-A h 534 26 14 0.164 4.0 Ox 0 VIFx 41.2 130.0 st3 Wa-A h 956 46 29 0.164 4.0 Ox 0 VIFx 45.8 125.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type 0m) C(m) FIR fpm) in) in) Material Trunk st1 PeakAVF 253 340 0.197 623 10.0 0 x 0 VinlFlx st2 PeakAVF 306 240 0.168 561 10.0 0 x 0 VinlFlx st3 PeakAVF 244 204 0.164 553 9.0 0 x 0 VinlFlx Bddttalk values have been manua0yovenfdden wrightsofft' Po ht SultedDuni ersa120t818.0.11 RSU170t3 2018-0d-3018:50.32 9 Page t ACM ..spedfldwyndham Preserwetot 227 -1981 TRnrp Cale = MJB Front Door races S Name Grille Size (in) Htg dm) Gg dm) TEL ft) Design FR Veloc fpm) Diam n) H x W in) Stud/Joist Opening (in) Dud Matt Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx wrtgh oft' 2018 UCF3018 fig2 ht- Suite LInMtsW 201818.0.11 RSU17013 Paagege 2 AC. CK_SpedfidWyndhemPre serAlof227-1981TR1up Ce1C-NUB Front Door feces S Job#: Starlight -Wyndham Performed for: Lot 227 -1981 TR 2620 Flycatcher Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-8863729 wwwenergyair.com GRenner@energyaircom Scale: 1 /8" = 1'0" Page 1 Righk%ihA Universal 2018 18.0.11 RSU17013 201840ct-3o 16:50:s1 m PresenelLot 227 -1981 TR.rup ENVIRONMENTS FOR/Jh p,,q' a- IS-I4= SITE 10: 43140 LOT. n? BLOCK HOUSE 2M STREET: FLYCATCHER WY CRY: SANFORD STATE: FL LP: 32771 COUNTY:13EMINOLE ACCOUNTIP WISTAFL BUILDER: STARLIGHT HOMES SU80IVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: HOP 101I 2017 PROGRAM: COOE(100% TESTER: EFL IECC: 2000 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 2820 FLYCATCHER VW, SANFORD. FL 32771 TEST. BLOWER DOOR RESULT. PASS TESTER: Dave Rsysee DATE 01/172018 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA S 1 Aare ACCeas Panel (futy gasketed and insulated x 5.2 Aaic cim Stair (fully gasketed and Insulated x SA Reaued Liobng Fixtures (ICAT labeled and sealed to d II x S.S Wndle41ouss Fan insulated gasketed to the opening x 7.3 Fresh six ventilation Installed per program *pea x 0, r Ooar BO Ts 1 60 AebW Rme Prunne Test BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. PROGRAM SHELL CAGE SHELL Sligo-) WA 10.423 0 0 PROGRAM CFM 80 000E CFM 80 PROGRAM ACM 50 CODE ACH 80 PROGRAM of aw CODE of Shall 0 12.149 7 1.403 4.57 weer • Mel edam 0 B*m 2 0 Bann 31 0 Bdm18 0 Rm1 0 Am 0 Omw 0 Balm4 0 Am 0 CO Datodars Ensim Star Guadbd races? Effk rd LJIMft raftepol x 80 or> Of Hsr*A*W Lieft Must Be CFL Or LED x Low Flow fans, Tal1Ms sW X Prowaftnoblo Tlwmoalel7 x Cnlasa Wean Acm III Level Reardna VkW lnspeclion splam Item Laealbn wnuftchrm News 81 Msael02 Moa.l A Meael04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT SO 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM FURNACE SYSTEM I HVAC ODUTDOOR OUTSIDE CARRIER CH14NB030 SYSTEM 1 HVAC INDOOR COIL SYSTEM I 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 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESION - VALUES AS BUILT -VALUES COMMMENT a OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA I 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: Dave ReaOs DATE 0111712015 RUILMNO SPFCIFIVTIONS BUILDING CHARACTERISTICS AS DESIGN • VALUES AS BUILT -VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRIF) YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE. EFFICIENCY 5 LOCATION PRI INFILTRATION HOUSE LKG ACN REM NA HI •4.57 CI : 4.57 ACH 41150 PoauN FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL A 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 - HRSIDAY SPECIFIED (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 PRI INTERIOR % OF CFUS PRIF INTERIOR % OF LED'S PRIF INTERIOR % OF PIN -BASED PRI EXTERIOR FIXTURES % OF CFUS (PRIF) EXTERIOR FIXTURES % Of LED'S PRI GARAGE FIXTURES % Of CFLS PRIF GARAGE FIXTURES % OF LED'S PRI DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRIF SLAB TYPE PRI SLAB AREA PRI SLAB DEPTH PRIF SLAB FULL PERIMETER PRIF SLAB GRADE PRI FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: OM RFvelle DATE 0111712019 TOTAL CONDITIONED FLOOR AREA O 1.551 CFA SD FT) DUCT LEAKAGE TO OUTSIDE % TARGET 1 0.00% 1 5.00% TOTAL DUCT LEAKAGE % TARGET 0.00% 1 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1.231 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 155 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 45 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE InOnily% 2.32% CFM25) TARGET (CFL125) ACTUAL (% Of CFA) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 238 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF NmN% 0.00% CF111125) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 80 FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF WM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 80 FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM S DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM3TOTAL DUCT LEAKAGE (%OF TEST: DUCT SLASTER RESULT. PASS TESTER: Owe Roweb DATE: 0111712019 CFM25) TARGET I (CFM2.1) ACTUAL a CFI) ACTUAL SYSTEM 4 SO FT. SERVED (CFI) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM23) TARGET rorm CFWS) ACTUAL (% OF CFI) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM29) TARGET (CFM25) ACTUAL CFA) ACTUAL Ault Mum SOCCICACATIfwm BUILOING.CNARACTERISTICS DUCT LEAKAGE TO OUTSIDE REM AB.OESKiNr.VALUEB AS BUILT .VALUES COMMMENT NA 0.02 CCF.MH ACF.A TOTAL DUCT LEAKAGE REM NA 0.12 CF.M25I CF.A FLOW RING PRIF FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2620 Flycatcher Wy Permit Office: City, State, tip: Sanford, FL 32771 Permit Number: Design Location: 2620 Flycatcher Wy (Lot 227) Jurisdiction: Cond. Floor Area: 1981 Cond. Volume: 18423 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 50 Pa 1403 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1403 ELA: 77 EgLA: 182 ACH: 4.57 SLA: .04 ACH(50) ' : 4.57 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; S. 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. 1 hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2019.01.17 12:25:09 EST CN=Dave Revelle, O=TopBuild Home SHomeServices, OU, hi" EMAI LAD DR ESS=dave.revelle Signature: Otopbuild.com, C=US Printed Name: Dave Revelle Date: 01/17/2019 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 Topfluaa the opportunity to provide the above services fat you. Please feel free to contact me with any questions. 1025/2017 431462 This certificate is presented to Dave Revelle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. p BUI:Id Home Sernces RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This lorm was generated Imm EFL Project Manager. property of TopBudd Home Services 04/05/2019 Certification Expires FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2620 Flycatcher Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct I eakane Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 46 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct System Leakage Sum lines 1-4 46 Divide by 1981 Tout Conolooned floor Nut 0.0232 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. 0.gaaip a00nea by Dave Ravens 0ate• 2019 01 17 1225 05 EST CN.0av6 Revane, O-TopSudd Rater Of Record: 1 Home Semmes. Ou, Printed Name: w ave ReAlfeb'd ef- c-us RESNET t 4311088 Date: 01/17/2019 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99. Florida Statutes. Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 431462