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3926 Loon Ln- 18-1089; NEW SFHTHSNR hoesAoEda:A*-klYStarlightHomes El Address: 1064 Greenwood Blvd Suite 124 GRANT MALOYr SEMINOLE COUNTY Lake Marv. FL 32746 CLERK OF CIRCUIT COURT & COMPTROLLER. BK 9086 Ps 1597 (1Pes) NOTICE OF COMMENCEMENT RECORDEDvO3/06U2018303:05:39 PM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Permit Number: Parcel ID Number: 17-20-31-502-0000- O 900 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) Illyndharn Preserve PB 81 Pas 93-102 Lot 10 Address: 392i.L, Lam•-, 1.,-, , , •, ,,,, F- 3a—I '13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starllght Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR. Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llenoi's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pe altles of perjury, I declare that I have read the foregoing and that the facts stated In it are true to t be nowledge and belief. m\ _V-CXEM era Signature. Owner's Pfted Name Florida statute 713.13(1)(6 ' The owner must sign the notice or commencement and no one ebe may be permitted to sign In his or her stead' State of County of i+ l ,+ The foregoing Instrument was acknowledged before me this day of10 ! by Q Who Is personally known to me Name of person makIng statement OR who has produced Identification type of Identification produced: Shayne Mangel NOTARY PUBLIC C cpjlfli:L, ('Ona-f STATE OF FLORIDA( Lt *Rh (,%I: ?'pIL !;. Comm# GG113111 ND COmm =.i ` Expires 6/21/2021 S U01114 1 pit " t ' ; Signature D Illy .. -. fgatti. .:. a„tw. y • PER 7 T,; W) 4CN" CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / Documented Construction Value: $ 1 -10 Job Address: L—.60" Historic District: Yes No Parcel ID: 17-20-31-502-0000- 0900 Wyndham Preserve Lot 9 a Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : 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 No City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - Bonding Company: NA 215-646-8001 E-mail: sives@mulhemkulp.com 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 MANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code 2 i Revised: June 30, 2015 0 I i 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 Produced ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name a+.-1B Signature of taty' P "' I Date N A VUBLIC STATE OF FLORIDA Comm# GG113111 eE !9 e Expires 6/21 /2021 VPersonallyKnowntoMeorContractor/Agent is Personally Known to Me or Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Z Electrical E@ Mechanical ® Plumbingo Gas Roof Construction Type:_ N) Occupancy Use: 23 Flood Zone: X-6o= Total Sq Ft of Bldg: 2,3 3 Min. Occupancy Load: I?— # of Stories: New Construction: Electric - # of Amps 1 o Plumbing - # of Fixtures 1 S7 Fire Sprinkler Permit: Yes No ff # of Heads APPROVALS: ZONING: of «UTILITIES: ENGINEERING: N/CC t- 3.1 - t% FIRE: COMMENTS: _ Ok to construct single family homewithsetbacksandimperviousareashownonplan. 3 7(°q HawK l -T- Fire Alarm Permit: Yes No Ef WASTE WATER: BUILDING: sF 4.28't Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: %O P Documented Construction Value: S _ _ l 13F S O—f Job Address: 390,,ty "o--, Historic District: Yes No Parcel ID: 17-20-31-502-0000- oc%60 Wyndham Preserve Lot of O Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property?: Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fag: 407-647-0700 No State License No.: CGC1522347 Arch itect(Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5i° 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date a.-A LQ_IB Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature Date tea -18 STATE OF FLORIDA t,omm# GG713111 GE 19le Expires 6/21/2021 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: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire-Sprinkler-Per-mit: Yes-[] No-Q—#-of-Heads Fire -Alarm -Permit: Yes-Q No•Q APPROVALS: ZONING: COMMENTS: UTILITIES: 4211 3^/ WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised:.June30,2015 _.—. ______._ . _ P.ennitApplication.__ FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 90 - 1769 TL Builder Name: Starlight Homes EiU/t Street: 3926 Loon Ln Permit Office: Serpin1le County O Sq r' City, State, Zip: Sanford , FL, 32773 Permit Number: f 8 9 FO, Owner: AA-cv Y` 1 Jurisdiction: ( C, O Design Location: FL, Sanford County:: Sem nol e (F orida Climate Zone 2) T0L. ' 1. New construction or existing New (From Plans) 9 Wall Types(2114.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ftr 4. Number of Bedrooms 3 d. N/A R= ftr 5. Is this a worst case? No 10. Ceiling Types (1769.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft' 6. Conditioned floor area above grade (ft') 1769 b. NIA R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(161.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems 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 kBlu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1769.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1769.00 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: 53.21 Glass/Floor Area: 0.091 PASSTotalBaselineLoads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and ST,y7CthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O THE Code. calculation indicates compliance with the Florida Energy Code. PREPARED O BY: &41161 Before construction is completed DATE: this building will be inspected for c •ate compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. COP Wt. fiv OWNER/AGEN 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 Qn 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 Qn for whole house. 1/17/2018 2:13 PM EnergyGauge® 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 90 - 1769 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 90 Wyndham 3926 Loon Ln 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 Blockt 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space. Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pilch deg) 1 Hip Composition shingles 1978 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 1769 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 1/17/2018 2:13 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 N E S W W 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 75 3 9 4.1 38 1 9 4.1 59 5 9 4.1 18 6 9 13 35 3 9 4 702.3 ft' 4 355.4 ft' 4 554.6 ft' 4 172.7 ft' 4 329 0 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' 19A ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Ornl ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N 1 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes S 3 Vinyl Low-E Double Yes W 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 15.0 ft' 1 ft 0 in 1 ft 0 in None 45.0 ft' 1 ft 0 in 1 ft 0 in None 30.0 ft' 10 ft 0 in 1 ft 0 in None 41.0 I'll 11 It 10 in 1 ft 0 in None 30.0 ft' 1 ft 0 in 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft' 410W 64It 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/17/2018 2:13 PM EnergyGauge® USA . FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 Fz7RM R4 r0.5-2017. 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 h' DUCTS Supply -- Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 fl Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjj jj Jan Feb ((]Mar f A r j j Ma [X] Jun (Xj Jul jXj Au Xj Se Oct Nov Dec Heatin[X) Jan Feb [X MarJXJ j Apr (] May l ]Jun j ]Jul Aug Sep Oct Nov X Dec Venlin [ ] Jan Feb X Mar X Apr (] May l ] Jun [ ] Jul Au J Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling -System Runtime Vent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/2018 2:13 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 PFORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 3926 Loon Ln, 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 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? 10. Ceiling Types No Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft' 6. Conditioned floor area (ft') 1769 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' 6 353.8 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/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. Healing systems kBtu/hr Efficiency a. Electric Heal Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.436 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 1769.00 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 THE sT Construction through the above energy saving features which will be installed (or exceeded) 0hi = ATFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,;''.' '_ ' based on installed Code compliant features. ••.. -.;. ;o Builder Signature: `}Y1,y a Date: 'DAax`Ng 0 Address of New Home: La,-t- City/FL Zip: C 1ir fr' coO 1NE 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 2:13 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 1 2017 -'AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 90 - 1769 TL Builder Name: Starlight Homes Street: 3926 Loon Ln 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac aas. 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 nipino and wirino 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 Males and walls or ceilinas- a. In addition, inspection of tog walls shall be in accordance with the provisions of ICC-400. 1/17/2018 2:13 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 90 - 1769 TL Builder Name: Starlight Homes Street: 3926 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data 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; 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: THE ST,gl 1/17/2018 2:13 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017, Duct Leakage Test Report Performance Method Project Name: Street: City, Stale, Zip: Design Location: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Lot 90 - 1769 TL 3926 Loon Ln Sanford , FL , 32773 FL. Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,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 1 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1769 House Duct total Conditioned Floor Area) System Qn,out)' Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn 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: O ENE SrAT O.a 1/17/2018 2:13 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Projectwrigh$soft° Pro1 Summary Job: Starlight -Wyndham Prese... Date: 411412017 Entire House W. Energy Air, Inc Plan: 1769 S 5401 Energy Air, CL Orlando. FL 32810 Phone, 407.886-3729 Email: GRenner@energyaircom Web: www.energyair.ocm Project• • For. Lot 90 - 1769 TL, Starlight Homes 3926 Loon Ln, Sanford, FL 32773 Notes: Design Information Weather. Orlando ExecutiveAP, 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 17937 Btuh Structure 16657 Btuh Ducts 1477 Btuh Ducts 1971 Btuh Central vent (57 cfm) 1620 Btuh Central vent (57 cfm) 1105 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21034 Btuh Use manufacturer's data Ratelswing multiplier 1. 00 Infiltration Equipment sensible load 19733 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1931 Btuh Ducts 191 Btuh Central vent (57 cfm) 1697 Btuh Heating Area Coding Outsideair fF) 1756 1756 Equipment latent load 3819 Btuh Volume (ft) 16375 16375 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 23552 Btuh Equiv, AVF (cfm) 71 38 Req. total capacity at 0.75 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 37 OF 8.2 HSPF 28600 Btuh @ 47°F 29 OF 899 cfm 0. 046 cfm/ Btuh 0.50 in H2O Backup: Input = 6 kW, Output =19028 Btuh,100 AFUE Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0. 50 in H2O Load sensible heat ratio 0.84 BoWitalic values Rave been manuallyovenid*n Calculations approved byACCA to meet all requirements of Manual J 8th Ed 2018-Jan-17 14:12,23 wrightsOW Righl-Sude®Unlversal2017 17.0.28 RSU17013 Page 1 ACCA.... SpecificlWyndham Preservelot90- 1769 TR.rup Calc = MA From Door faces' W 4. Manual S Compliance Report Job: Starlight -Wyndham Prese... wrightsoft° Date: 4/14/2017 Entire House W. Energy Air, Inc Plan: 1769 S 5401 Energy Au, CL Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(denergyaircom Web: www.energyaircom Project• • For. Lot 90 -1769 TL, Starlight Homes 3926 Loon Ln, Sanford, FL 32773 Cooling Equipment Design. Outdoor design DB: 92.6°F Sensible gain: 19733 Btuh Outdoor design WB: 75.9°F Latent gain: 3819 Btuh Indoor design DB: 75.0°F Total gain: 23552 Btuh Indoor RH: 50% Estimated airflow: 899 clml Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Actual airflow: 899 cfm Sensible capacity: 20104 Btuh Latent capacity: 6015 Btuh Total capacity: 26119 Btuh Design Conditions Outdoor design DB: 44.2°F Indoor design DB: 70.0°F Model: CH14NB0300000A+FB4CNP030L 102% of load 158% of load 111 % of load SHR: 77% Heat loss: 21034 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 c6n Output capacity: 28600 Btuh 136% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 ctm Output capacity: 5.6 kW 90% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. Entering coil DB: 76.2°F Entering coil WB: 63.5°F Entering coil DB: 68.3°F Capacity balance: 37 OF Economic balance: -99 OF 2018-Jan-17 14:12 23 wright5oft' Right-Suile4DUniversal20l7 l7.0.28 RSU17013 Page 1 ACA0K ... Spearic%Wyndham PreservetLot 90 - 1769 TR rup Cale = M18 Front Door faces W Ir Duct System Summary Job: Starlight-WyndhamPrese... wrightsoft° Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Air. CL Orlando. FL 32810 Phone 407-886-3729 Email: GRenner®energyaircom Web: www.energyairom For. Lot 90 -1769 TL, Starlight Homes 3926 Loon Ln, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 do 150 ft Supply Branch Detail Table Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 dm Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Dud Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 1039 48 27 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 h 1363 63 48 0.197 5.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3562 165 148 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 d2-A c 151 1 7 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer h 1375 64 62 0.344 5.0 Ox 0 VIFx 11.5 70.0 kit -din -tam c 2495 93 120 0.191 7.0 Ox 0 VIFx 26.9 120.0 st1 W4dm.fern-A c 2495 93 120 0.195 7.0 Ox 0 VIFx 23.9 120.0 st1 k"in-fan B c 2495 93 120 0.233 7.0 Ox 0 VIFx 5.3 115.0 laun c 1024 20 49 0.356 4.0 Ox 0 VIFx 8.7 70.0 m bath h 959 44 32 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3461 160 132 0.193 7.0 Ox 0 VIFx 29.8 115.0 st2 VAC h 1169 54 32 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) din) FIR Opm) in) in) Material Trunk SO PeakAVF 186 241 0.191 545 9.0 0 x 0 VinlFlx st2 PeakAVF 259 196 0.193 586 9.0 0 x 0 VinlFlx st3 PeakAVF 277 230 0.187 627 9.0 0 x 0 VinlFlx BoWdalk values have been manuallyoverrid*r; wrightSOft• Right•Sude®Umversal201717.0.28 RSU17013 4C-(>, ... SpeofictWyndham Preserve'Lot 90- 1769 TR.rup Cale = MJB Front Door laces W 2018-Jan-17 14:12 23 Page 1 Return Branch Detail Table Name Grille Size (in) Htg dm) Clg dm) TEL M Design FR Veloc ipm) Diam in) H x W in) Stud/Joist Opening (in) Dud Mat! Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx wrightsoft• RighFSuKe®Universal 2017170.28RSU17013 iCK ... SpecifidVOindham Preservel of 90 - 1769 TR.rup Cale = M18 Front Door laces W 2018-Jan-17 14 12 23 Page 2 Job #: Starlight -Wyndham Preserve Performed for: Level 1 Energy Air, Inc Lot 90 -1769 TL 5401 Energy Air, Ct3926LoonLnOrlando, FL 32810Sanford, FL 32773 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8"= 1'0" Page 1 Right -Suited Urooersal 2017 17.028 RSU17013 2018•Jarr1714:12:35 am PreseneLot 90 -1769 TR rup i I IW VTR I VTR Jul I LAV UU I I I. I we I a ' I co 2 C = g FiW 2 SR. I wmIO T I n co lJ ` n D O W Al1TO VENT a, I o O T 1 9P1° 11V R Z_ I 01 2" I I I 3n TUB I 2 an WC. 3 c/o LAV2" PLAID 1769 PLUMBING RISER DIAGRAM 7Z a vva' W m v a c:2 N m v a v^ o J3w,,n . a) J • L y 0 o - a %N m 0 aWN Q U. 0oa0it o z 7- OIXz N O a- 0 1/-PCP WYNDHAM PRESERVE - LOT 900 N PLOT PLAN II IMF 15-10el mil W DATE - 1-q 1 b V ZONI Ok to construct single family home DIAMNSION NOTE: with setbacks and impervious area Proposed building dimensions shown on plan. 3l0.5 shown hereon are of the exterior. l"I bg C.t E 0 b I I I I LOT 91 I 1 f ' N89'43'031- 128.61 ' I 3 0-----------------------------------------------------•------------- I 9 S 3 c OnP5.3' 66.0 37.3' .h W c z0 X z O I w PROPOSED a. 0 I " 1 STORY RESIDENCE it CD 3. 13.3 3926 LOON LANE 9.3 - O A w 2 Pi(I ED^ LOT 90 CO WALK .J PORCH 1769 HAWKING OVERE W 3 w v, PATIO AREA = a. ELEVATION - T 7,974 S.F. ± rr o°, W a I GARAGE -RIGHT o: h Ik d (•. PROPOSED ;. o , 0 9.3 I w Z Q p rJ aic O = 4z DRIVEWAY , a FFE= 24.9 ^ zJ FL rn Z 58.0mIA/C 37.3' L--------------PAD ----- ---------------------------Tj------------ Z ,marA y C „ O w S 128. 61 ' S89943'031W 123 ?03 LOT 89 III I I BU11MING 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. LEGEND: ADUSSD-Access Droino a Utilities Sidewalk LB -Licensed usmess 9 / / BFP- Backflow Preventer Sight Distance Easement S - Survey PRM-Permanent Ref. Monument R - Reported PCP-Permonent Control Point D - Description FP&L-Florida Power do Light P - Plot FFE-Finish Floor Elevation D. . - Deed Book Water Meter O. R.-Official Records Book DG-Water Valve P. B.-Plot Book Cr-Fire Hydrant P9•- Page RCM -Reclaimed Water Meter Elev.- Elevation RCD4-Reclaimed Water Valve Conc. - Concrete r Cable Box BP - Brick Paver M-Telephone Box SW - Sidewalk El -Electric Box FIFE - Finished Floor Elevation Utility Pole CI - Curb Inlet + Guy Pole GTI- Grote Top Inlet 1-Light Pole P. U.E.-Public Utility Easement f--Guy Anchor RCP - Reinforced .Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS - No Corner Set (Falls in Water) m -Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E. -Drainage/Utility Easement COO -Clean Out FMGD - MAG NAIL do DISK CVDG-Irrigation Control Valve P. K.-Parker Kolon Nail I -Sign SIR - Set 1/2' Iron Rod L97768 WD4-Gate Water Valve SPKD- Set P.K. do Disk LB7768 Gas Meter FIR - Found 1/2' Iron Rod LB7768 11.9-Existing Grade FP - Found 1/2' Iron Pipe LB7768 a -Blow -off Valve FPKD- Found P.K. Nail & Disk LB7768 ter -Drainage Flow Direction FCM - Found 4"x4' Concrete Monument PRM LB7778 10. 0 -Proposed Design Grade ff- A- R„uc/F.Winn Description J Date I Dwn.1Ck'd I P.C. I Order No. LOT AREA CALCULATIONS LOT = 7.974 SQ.FT. LIVING AREA= 1,769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO = 109 SQ.FT. WALKWAY = 40 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 36.5 X SOD = 5.062 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD = 258 SQ.FT. TOTAL AREA AREA = 9,524 SQ.FT. DRIVEWAY = 646 SQ.FT. SIDEWALK = 350 SQ.FT. SOD = 5,320 SQ.FT. 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. Roods, wolks, and other similar items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) 5. C cr; rre' o ONLY 0 N sue'••. mes D. L'd, 94'survey LS6915 FLORIDAPROFESSIONAL' SURiL6Y0Rtdt AAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' WYNDHAM PRESERVE LOT 90 PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone " A" DESCRIPTION: LOT 90, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drown: JE I Checked: JDL I P.C.: Data Fle:eftonW-Plot Date: 01 /20/18 Dwg:Wmor&d-1.00 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: RECORD COPY PALMER CELECTRIC Starlight Homes 1769 LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA I1. GENERAL LOADS INEC 2014 - 220.82(B)(1) - (411 LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA 1 LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(]) \DING 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 1 RANGE/OVEN (1) D RANGE/OVEN 7.20 12.00 12.00 KVA2) Sp RJ Orc COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 96PAA3 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 40 AMP CAR 0 8 9.60 30AM POOPOOL # 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(B)l 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(Al) 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY aT yp rcaf dt5;;GA_, ;ctrical &@gram 1i50Amp- Main Typical 150 Ainp Interior I, anel, J\,- DING 0 SPNFCRO EPAR 1a" 1089 2/ 0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode or RECORD COPY City of Sanford Building and Fire Prevention Product Approval S Permit # # 1 8- 1 0 8 9 Project Location Address 30V cation Form tLD,Nc SANFORD 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.floridabuildinaorg. 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 DAI TON 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 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-R10 Other June 29.1.4- e Category / Subcategory Manufacturer Product Description 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 FL158-RIO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/201s Florida Building Code Online Business 8t Professional Regulation BCIS Home I Log In I User Registration l Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map . Links I Sear Florida Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail OFdou-C7 0=t 9:&i i%00T1 FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf https://www.floridabuilding.org/pr/pr app_dtl.aspx 1 /3 1/2/2018 Florida Building Code Online Y. I- F, 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 # IModel, Number or Name 15036.1 Ia. 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 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 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 i QLimits of Use) Approved for use in HVHZ: s a;. Approved for use outside HVHZ-- Yes Impact Resistant: No Design Pressure: N/A_- iparticulars. f `. •; • '. ;. Other: See INST'15036.6 for Design Pressure ladditional use'limitations; installation instructio any Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a)Eval 15036.5.odf Non -Impact" Opaque Single Fiberglass Door - ByLyndon F. Schmidt, P.E. by Independent Third Party_: 1/2/2018 15036.7 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 HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraR 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 HVHZ: Yes- FL15036 R2 II fa) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraR Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.9.odf Created by Independent Third Party: Yes particulars. 15036.10 J. ClassicCraR Fiberglass Door 8'O "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wI; supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licem under Chapter 455, F.S., please click berg_. Product Approval Accepts: 0 a] 0 F—F;;q M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or 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 Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.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. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. ggqq11aIoffle%, Signed & Sealed by CMI j iLyndon F. Schmidt, P.E. GENS i No 43409 k : tr 9 •• STATE OF • O • : A.4 or, Q10 Ne s e0 N Ago , ,6" Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/ 2017 JVVRJ O7 CO 1AV sic-Craft. FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that ac. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not tents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhong to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes OVERALL WIDTH 0z zZ zs O iri r LU E W I oe a J L J J lL All> W a DESIGN..' P..RESSURE.: . SF) EXTERIOR E2 sto 44 1.49" mv Lf --T SG >= 0.67) 4.11" EXTERIOR INTI N ^—&A nail 0.15, CSINK L (TYP.) 20 8 7 21 K 17 INTERIOR 4 A 4 A 4 3 3 3 20 J) 8 40 7 INTERIOR EXTERIOR U U ( 3 HORIZONTAL CROSS SECTION 3 Shown w/1X sub -buck INTERIOR EXTERIOR EXTERIOR 27 40 E 0 8 INTERIOR OSS SECTION i - inswing 19 0U. 31 notes, sheet 1 Water infiltration w/1 X sub -buck o' MASONRY OPENING FRAME 2X BUCK STRIKE JAMB o ih 10 ui N MASONR OPENIN( in 2X BUCk to Ui N FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortor joints, odditionol concrete anchors V. ON CENTER" dimension are not exceeded. MIN:: CLEARANCE ::MIN;;:CLEARA . TO MASONRY:.::::.. ;::.:.TO -ADJACENT'.::': MENT: :.::..:.::...:....:......:: :.. ::.... EDGE: •:: • .::: •.:.:::: ANCHOR :::.::::. BUCK ANCHORING For DP > 48 PSF and DP<= 75PSF 4„ MASONRY TYP. HEAD OPENING JAMBS FRAME n 0 2X BUCK F I FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF O K FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors q CENTER" dimension are not exceeded. WA r: Vr . ........ . .. .......... nr.F---- --- : 'ANCHOR.:-..-.-`-' to LnC*4 T Eq C; HINGE JAMB MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and ur -:-/3 Der - to T WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.1 S' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL ONATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC ADDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56' JambEAD & SIDE 2.20" Tl 4.6T 0 31 BUMP FACE THRESHOLD LOW PROfILE 5.75' l T 33 SELF ADJUSTING SADDLE iHREHOLD r L 4.56' zQN O 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 or Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing 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 B eaaa caae Signed & Sealed by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) eeee S FarJ po Lyndon F. Schmidt, P.E. 3. Calculations Prepared by iC pj8•.•%' 4:1 Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ease d v F % mo Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43408 e 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is e STATE Ol= ;•!U a Lyndon F. Schmidt, P.E. manufacturing products within a quality assurance program that complies p =. to FL PE No. 43409 10/16/2017withISO/IEC 17020 and Guide 53. Sheet 1 of 1 T 1`r`: ee` O R 1.,••' eeissOA4 JW%JKO sic -Craft RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Glazing detail 53.13' MAX. OVERALL WIDTH ZZ 3 H o ru- m w W = w od J 11. J J W fV LLJ O O O a i o A SG >= 0.67) r-AILMR-11% 44 4.11 co 42 TOP RAIL 43 LATCH SOLE 1.49" 3U' V --T n EXTERIOR It IBILIA-6- d-VOOP /--N fbr%wro%ba ft&ot — 5' GLASS BITE 23 EXTERIOR 25, INTERIOR 25 G >= 0.42) e frame screws) is SEE NOTE 1 J 25 24 29 GI GLAZING DETAIL 5 insulated glass w/ smc lite frame 1/2" MIN. GLASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 5'GLASS BITE GI GLAZING DETAIL 5 insulated glass w/ pvc lite frome 1/2" MIN. GLASS THK. TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR i 11 INTERIOR TYP.) EXTERIORU 9 10 47 EXTERIOR 4 L7J 61 HORIZONTAL CROSS SECTIONMONTALCROSSSECTION Ang shown - inswing Shown w/1 X sub -buck 1 6 A 6 A 6 NOTE: 115, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66'. 8 7 40 SEE NO1 5 5 5 EXTERIOR INTERIOR EXTERIOR o C 63 19 ' Z INTERIOR U It 60 61 SS SECTION nswing INTERIOR EXTERIOR VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Woter infiltration requirements INTERIOR INTERIOR EXTERIOR Shown w/1X sub -buck n Qa 0 e EXTERIOR INTERIOR 6; o 0 e op o z d L Cd W Ak 19 M oU SEE NOTE 1 EXTERIOR CAL CROSS SECTION ring shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 l M S0 lie — EO z n: aV N W a. o a INTERIOR tl 5 VERTICAL CROSS SECTION 6 Outswing configuration J A e MAN 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR AULLION OWN FOR FERENCE ONLY PORING iers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. MIN;-'C. LEARANCE:::MIN.;.: LEA A . TO-'MA'SONRY- TO ADJACENT; ANCHOR:.:: 21' 4„ 1„ 4„ o E0 mo Eo MASONR OPENIN( FRAh 2X BI SEE DETAIL 1 L zO Y TYP. HEAD — JAMBS TYP. — IE Q CK F cTYP. — N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWING L INSWING M OUTSWIN L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) h N Eq HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) MASONRY OPENING FRAME 1 X BUCK 0 o • o , . o • : SEE DETAIL 2 FRAME ANCHORING may be adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:':CLEARANCE-::MIN;: CLEARANCE MA30NRY.:::::? :::TO'ADJACENT: I 7 i 0- O HINGE JAMB L INSWING M OUTSWING 27 L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WUUU 24 1/4'INILR UPI SPAUR SIEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 1 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /2"PFH SCREW STEEL PE 65 3/16" X 2-1 /4' PFH ITW CONCRETE SCREW STEEL I1 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4' PFH ITW CONCRETE SCREW STEEL car, 2.17'c' 16 OUTSINING SIDELITE 2.59" Spacer 1.68" 2.14' 1.69" --1 0 ;o s4mtmCE THRESHOLD I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of 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. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under Sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing 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 15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ezc f`.::v' Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) woe ;.•'G F N S j.•.. o+tyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt. P.E. No 43409 4. Duality Assurance k : AIT4 Certificate of Participation issued by National Accreditation and Management 000 74. 2Institute, certifying that Therma Tru Corporation is manufacturing products 0 within a quality assurance program that complies with ISO/IEC 17020 and STINT L OF :; U Lyndon F. Schmidt, P.E. 0.••,r. ° FL PE No. 43409 Guide 53. Z41 10/1612017 Sheet 1 of 1 Q .. •,.C ee S;o k yF t% a OP.Ereara:8 awvvIXv 3sic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. ct is required to be protected with an impact resistant covering that BC. HVHZ'requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle rerhang to sill is less than 45 degrees. TABLE OF CONTENTS 1n pressures & general notes lazing detail 68.S' MAX. OVERALL WIDTH 0 ZZ Z s o L W W W = 1 W L J LL JQ J W MW 0 O Qi < b En A Ex I LRIUR 90 44 4.11 N, 2 42 TOP RAIL LATCH STILE 1.49" 30' r-1.4a" - CALIJ f T EXTERIOR INTEI HINGE STILE r.-LBOTrOM RAIL 5' GLASS BITE 23 EXTERIOR 25//->> INTERIOR 25 SG >= 0.42) e frame screws) is J..... 1 L" ...:ih 22 r25 24 29 G1 GLAZING DETAIL 5 insulated glass w/ smc lite frame 5'GLASS BITE 1 /2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 25 22 25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 07 1--1.53" ---I-1 n rover rrc r"IC 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI 18 29 SEE NOTE 1 11 L 50 20 0.15" C'SINK TYP.) INTERIOR EXTERIOR IZONTAL CROSS SECTION ruing shown - inswing approved 1s, 0.15, ANK C'SINK --{ P.) (TYP.) r 20 14 11 n SEE NOTE 1 12 M) (50 SEE NOTI INTERIOR S EXTERIOR J" 6 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31", 48.5" & 66'. XTERIOI JTERIOF o u O p L 63 19 r, z a INTERIOR o U -- 60 61 SS SECTION inswing M14060 EXTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'•Water infiltration requirements EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck 60 61) EXTERIOR i/ INTERIOR I (! D vD o co W Ak 19 M `^' zt C; SEE NOTE 1 EXTERIOR ICAL CROSS SECTION ng shown - inswing pproved EXTERIOR 50 oV EXTERIOR SEE NOTE 1 a z 16 W AV,, N W o 4 a G O O D J z A UC 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 50 6 Shown w/1 X sub -buck 39 1 NOTE: Anchors ass'y thn Sill at 4" in from e. PC— E D D D S VERTICAL CROSS SECTION Outswing configuration INTERIOR EXTERIOR ANCHORING II MASONRY f OPENING C; 10 FRAME qf " ci 2X BUCK DETAIL I TYP. HEAD & JAMBS M ) TYP. F F L I rN SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction ers may be adjusted to maintain the min. 4AX ON CENTER" must be adjusted to rtorjoints, odditionot concrete anchors N CENTER" dimension are not exceeded. MIN -..'CLEARANCE TO* MASONRY.`:'::"': ."'10-ADJACENT: 2n 4„ in 4" 28 27 OUTSWING L INSWING OUTSWIN L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 21 EO Wi j04 HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 64 mium: n WNI ENIN FRAN 1X I FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors q CENTER" dimension are not exceeded. MIN..CLEARANCE`, MIN:.,GLEARAN CE: TO MASONRY, -TO.-ADJACENT' I HINGE JAMB vi N L6 N LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) INSWING OUTSWING INSWING HINGE DFIAIL Attac strike as sh. tivllVLi L4 I 1/4 1IVICr%N-L"r1 Jrr%%-Lr. 31CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC 1CRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS HEATHER -STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. J STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL to N N O I 16 OUTSINING SIDELIM Spacer 2.14" 1.69" IF 3 BUMP FACE THRESHOIi 2.15" 5.75' 1 _ R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or 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 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-15036.9 require further engineering analysis by a licensed engineer*or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) y°Fc> ts to°ROoepe Lyndon F. Schmidt, P.E. 4. Quality Assurance mo•• G . ;;•• Certificate of Participation issued by National Accreditation and o ; •mot ,, ._ As Management Institute, certifying that Therma Tru Corporation isco manufacturing products within a quality assurance program that complies; with ISO/IEC 17020 and Guide 53. — n- 0e 5•I•r, 7! Lyndon F. Schmidt, P.E. FL PE No. 43409 i^~••( J",_ yse' 10/16/2017 Sheet 1 oft ei'S' - .....•- :; Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by VVVKJ 74S MAX. OVERALL FRAME WIDTH ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is ZZ N z o LU LU W LU 1 LLL LL J a-i W WW 0 O Q b a [ Er) a EXTERIOR 40 44 EXTERIOR 4.11" to 2 42 TOP RAIL 43 LATCH STILE •' • . 1.49" l 1.48" L OAK (SG >= 0.67) T 3 0.1 s CSINK TYP.) INTERIOR EXTERIOR 4 A 4 A 4 K, 3 INTERIOR EXTERIOR INTERIOR EXTERIOR a 0 o v o ° ° L INTERIOR W CA I CRI%JK 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements E J , • o r(i INTERIOR EXTERIOR i619p 1--@ Q VERTICAL CROSS SECTION vShown w/1X sub -buck EXTERIOR INTERIOR 1 S=S c v MASONRY OPENING 2X BU( corners may be adjusted to maintain the min. BUCK ANCHORING I os "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN.:;CLEARANCE-:.MIN..CLEARANG-E: TO -MASONRY ::.::- '-`.TO.ADJACENT`: ANCHOR:::::::. i W 2" 4" Zo SEE DETAIL BEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY 0 C; rAIL 1.2. TYP. I SILL FRAME ANCHORING sonny 2X buck construction or DP <= 48 PSF ASTRAGAL STRIKE JAMS e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. LEARANCE"-1MIN...0CLEARANCE: TO:MAS0NRY::..-- -`. 70: ADJACENT...... DMENT.'j.'. A NCHOR:.....:: 1/411 2" 4!1 14 7- T- to SEE DETAIL MASONRY TYP. HEAD OPENING & JAMBS ASTRAGAL SHOWN FOR REFERENCE FRAME-/ x IX: ONLY L to Lj C4 d 2X BUCK SEE DETAIL TYP. SILL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach astragal/ surface bolt strike plates to frame as shown ( Outswing) C= DETAIL I Attach ostrogol/ surface bolt strike plates to frame as shown ( Inswing) 64 zz: En i C4 j HINGE JAMB 1P.,rni1 II I I to SEE DETAIL BEAD MBS ASTRAGAL SHOWN FOR REFERENCE Q 0- ONLY _ v O F TYPfAll SILL I FRAME ANCHORING sonny I X buck construction for DP <= 48 PSF L T ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as 'MAX. ON CENTER" must be adjusted to s to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN... CLEARANCE': MIND:LEARANCE: fDMENT. T0:MAS0NRY' EDGE':. NCHOR; 2.9 4" T 1) MASONRY TYP. HEAD OPENING JAMBS FRAME IX BUCK IIISEE DETAIL - 71 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 I I ;o SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE _III d ONLY I _- F TYP. SILL — FRAME ANCHORING Masonry t X buck construction for DP > 48 PSF and DP <= 6OPSF n 63 U 64 DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 zoU o al N HINGE JAMB 95.25' 8" 18.39' 20.6Y' 18.5' 14.W' 13 )TYP. TYP. 3.25' SEE NOTE 1 3 cli r 0.13 - ASTRAGAL DETAIL TYP.( 13 4.5' 3.25' 2#' 0.75' TWPnW ATTHFTOP ANf) rrvvU WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15" MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. LEATHER -STRIP FOAM FEATHER -STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ROFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25' THK. STEEL STEEL 4LE END X 1-3/4' L. STEEL STEEL SsJombHEAD b SIDE in Li T-1 4.63° 0 31 BUMP FACE 1HRESHOLD LOW PROFILE 5.75' En 33 SELF ADJUSTING SADDLE THREHOLD T L N 0 1 0 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659 9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic -Craft" Exterior Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing 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 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawinq No. Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) atpbW lgsge Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 4c® v a . S;/'/14, o Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o00 ;•• fit. c f; ., r,.yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance * ; S Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products ; -G within a quality assurance program that complies with ISO/IEC 17020 and S y 1 E O i= Jl o Lyndon F. Schmidt, P.E. s Q . -'CJ o FL PE No. 43409 Guide 53. .0.c%' F;:.e 00 10/16/2017 Sheet 1 of 1 .0 . , - Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. 0Pvv1%.# sic -Craft SS DOUBLE DOOR W/ SIDELITES NS WING / OUTS WING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material Xo. t'is required to be protected with an impact resistant covering that 1'C. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck s details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHZ". a configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. 105.5" MAX. OVERALL FRAME WIDTH ZZ 3 H z o LLJ LUw W = W J.1 J W W O Q e Q X i < P A I L: J 4 DESIGN•:PRESSURE'(PSG`;`;;:;::.;:::`:.:;;: RACE::':;;:'.:..:::;,:::...::::;`: :::`.::; :;::: , .:;:; •:.< ..........::. WITHOUT:SURFACE.. WITH;SURF VSION: ; :;;;;;:;::'.`::.`:..; BOLTS::: ;:: :':`:.`::•.•<::':: OLTS:: 1CIT1\'/C::':: .."AIC/_`A'TI\%C:.:.:%::.::': D/1ClTI\IC: •+; :-::All 7wt7% I MUK EXTERIOR 4.11 30' T Al I rLL— I D2 as roP Rau 43 LATCH STILE 1.49" NY T o 0.67) CltciliMiT- INTEF mairumis: /1 At-)YTt*)L4 RAU ---N 5" GLASS BITE 23 EXTERIOR 25 / 2? INTERIOR 25 iG >= 0.42) frame screws) is SEE NOTE 1 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame 5" GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS FAIR SPACE TEMPERED INTERIORGLASS 25 1.08" I o 1 d-63%renr W^^ a n-pas J 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 18 29 SEE NOTE 1 14 0.1 S' I-- CSINK TYP.) 0 u EXTERIOR V-1 I FRI 11 I I RIZONTAL CROSS SECTION wing shown - inswing r approved 5 4 3 6 6 6 rb od iical 31 ", INTERIOR EXTERIOR J INTERIOR 4 EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/l X sub -buck 0.1 S' CSINK --{ TYP.) 8 EXTERIOR 40 20 INTERIOR 110 12 C a a 63 19 z a INTERIOR U 60 61 SS SECTION inswing Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements Shown w/1 X sub -buck 6 M oU SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing ilso approved EXTERIOR; SEE NOTE 1 (M Z a: iL W EXTERIOR 50 Y C> N g W 41 . o 0 o G' e e o A C o E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J s ° • O p o Z O A aU u QY • SO M 19 SEE NOTE 1 INTERIOR EXTERIOR i"'N VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR EXTERIOR F,,/, /00MM."o PIUM SEE NOTE 1 25 Aft E o s o G n ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY MASONR OPENIN( FRAh 2X BI SEE DETAIL zo TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE 1E M TYP, ONLY 0 JCK F TYP. SILL SEE DETAIL BUCK ANCHORING. ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction a comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. WIN--CLEAR.ANCE MIN..-CLERAN C DMENT.: TO-ASONRY: ADJACENT: E: 1/4!' 2" 4" 11N. , 1 r 4- DETAIL I Attach ostrogal/ surfoce bolt strike plates to frame as shown (Outswing) Q M6566 I UL 64 I DETAIL 1 Attach astragal/ surface bolt strike plates to frame as shown (Inswing) LATCH & DEADBOLT DETAIL I Ui EO Wi CNI j HINGE JAMB SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL HINGE JAMB FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X. ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. 1ARA14 TO ADJACENT-.` ASONRY.."' TO 'M EDGE.'.:::.; .ANCHOV--. LATCH & DEADBOLT i HINGE DETAIL G ) (67 63 95.25' t.88" 18.39' 20.63' 18.5' 14.39' e TYP. 3.25' 13) TYP. SEE NOTE 1 3 II--- 0.06" C4 LoL 0.13. ASTRAGAL DETAIL TYP. 13 3.25' 7' 0.7S' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC ICRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.I S' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL JNER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 3/16' X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 1 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4' PFH ITW CONCRETE SCREW STEEL N T E 2.59" f--1.68" Cli i to 2.17' - 1r - T 16 OUTSWING SIDELITESpacer I-F2. 14" l- 69" v I-- 2.2U' — 1 4.63 3 BUMP FACE THRESHOLD LOW P 2.15' r--1.68" 1/2ratn Florida Building Code Online Business 8t Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff t BCIS Site Map I Links I Sear Ofld3 1/\rQi=1 Product Approval 1:. lrl USER: Public User N Product Aporoval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden i 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 D https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 a FLI# Model, Number'or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Parry: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 " Soffits final.Ddf Created by Independent Third Party: Yes Back Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not 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 Ilcen! under Chapter 455, F.S., please click here_. Product Approval Accepts: Credit Card Safe https:ltwww.floridabuilding.org/pr/pr app_Itl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4og2sYovu%2bwcrwmooed2jo%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6' EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC 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" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL72194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. YIIRI ,11 A i QGP G•E N s F'. 2017.09.01 1r. No 74021% 1 O.OV.18 • V12._ Cc=-041001P :• STATE OF 11J 0T' 'O P. Zachary R. Priest, P.E. S Florida Registration No. 74021 S pNA; E` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I/ - Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16 inch head ilia. 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 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head ilia. trip nail spaced 48- 48 64.2spaced24-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 c crownstaple spaced inch 0.072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 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 psi 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- 53.3 12-inch spaced max. 8-inch o c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 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- 27 16F4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. 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 MOP 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- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 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 Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. 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 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 raker 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 inchinchx7dring One (1) min. 1.75-inch i o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg s taple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. r80/-60 diamond pattern ininx 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 1 x2 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 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 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 1 x2 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 80/-60 16-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.1l4-inch crown through the rafter securing each panel One (1) 18 g,- a . /. One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga. 1 /4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga1-inch . '/.- 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. t53.3 inch x 7d ringg pattern spaced 16- min. 2.25-inch x 7d securingeach panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o:c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED Symms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min lu" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD j#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 SOFFIT STAPLE OPEN RAFTER sr„ 3/4• x 1/4- DIAMOND PATTERN DETAILCROWNSTAPLES1 USING A DIAMOND 31W KTVEMI sr wts / PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4- TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAIL PAINTED S.S. INr7'FCHANNEL CAN BE PAINTED S.S. 48" FASCIA CAP INSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT- max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA irDETAILALC15001. 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 System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN 1—CMANNEL 1-3/4- TRIM NAII screwed to soffit PAINTED S.S. 48- with one(l) N6 x 1/2" x 3/9" head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN 1 % I FACIA BOARD ve' ocTvccni DETAIL STAPILS / ASCIA CAP 3/4- X 1/4- CROWN STAPLE -a- ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED 5.10. FASCIA CAP SOffli 1-4. CROWN STAPLE OPEN RAFTER FASCIA BOARD N BA 5/B' 1-Hal 16F-1 SOFFIT &FASCIA 16F-5 OETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA OETAIL 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 No. I Installation Detail Min. 3/8" head dia. nail with min. 1;:" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I 1 11 '-"F" CHANNEL wood, Conc—ro or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. t—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 nKrVCD4 `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• DIAMOND PATTERN D ETAI LCROWNSTAPLES USING A DIAMOND st a.[s i PATTERN FACIA BOARD FASCIA CAPLi16F-4 3/4• X 1/4• CROWNJTRIMMLFACIA BOARD 8. 1STAPLEONCENTER 1-3/4• TRIM NAIL P• F• CHANNEL CAW BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.0 NAILING FLANGE UP OR 3/4• X 1/4• DOWNCROWN STAPLE SOS_ max. 16-inch span WOOD S 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 S.S. FASCIA CAP SOFFIT I'4. CROWN STAPLE OPEN RAFTER FASCIA BOARD I'aj- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND PATTERN: REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL FASUA CAP; / \ oo TO SOFFIT 1 FASCIA DETAIL F' CHANNEL ISOFFIT; MAX. 16' 3/ 8' SPAN 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 Lj V Kr.MM` SOFFIT STAPLE DIST DIAMOND PATTERN I I DETAIL FACIA BOARD ve aErvEa i STs 3/ 4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J- 1 3/ 4" X 1 /4" CROWN 1- 3/4" TRIM NAIL STAPLE "8" ON CENTER FACIA BOARD CHANNEL 1-3/4" TRIM NAIL PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O. C. 3/ 4" X 1/4" CROWN STAPLE SOFFrr— max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001. 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 PAWTEO S.S. r4- CROWN I ,-FASCIA CAP STAPLES SOfFIi i USING A DIAMOND PATTERN: REFER TO 1-.4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'.t• CROWN STAPLE _-- FASCIA CAP; REFER TO SOFFIT t FASCIA \ Nominal ith one Td DETAIL STP F Batten Anchored to SOFFIT; MAX. 24' f-CHANNEL Rafters vilA Ring Shank Nail of \ every Rafter WOOD SUBSTRATE SOFFIT STAPLE OIAMONO 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 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'a1' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA • 24F-2 DETAIL 24F-5 l et' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA OETA0. NombW Y Y SYP Batten Anchored to SOFFIT; MAX. R' F-CHANNEL Rafters with one Id Rag Shank Nail at eery Rafter WO00 SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.S. 140A i- 1-NAILS FASCIA CAP SOFFIT 1'.1- CROWN STAPLE 1t- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'r1- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal I's2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Id Ring Shank Nail at every Rafter MASONRY ALC15OO1.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAINTED S.S. 1'4- CROWN FASCIA CAP STAPLES USING A DIAMOND SOFf1T PATTERN; REFER TO CANTIIEVEREO 1 xi CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM MAIL PAINTED S.S. DETAIL 24J•1 8 r.t caowN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA oo ftorrdnat t'. r srP Oattero DETAIL/ 9 scabbed rafters SOFFIT; MAX. 24" 1-CHANNEL ecWith one d^9 securedwdhone (1) 7tl shank nail straight-nalled through the rafter into the end WOOD SUBSTRATE of the batten or two (2) Td nng a¢ank nads toe-na0ed on either side of the battern at the battenrrafter intentectm 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, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 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 R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 . 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 1 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean offtRoof ftHeight 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 1 -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" 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8" ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit o s- rvP OAV rvP 18' BLANK 3 / 8 PROFILE aura" a aaoo 0000 0000 aaolu oa000 aaoo 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" 1/8" E1/811 3/8" 13.75" BLANK 3/8" PROFILE 2.17r;v 0 So- rry anT" 01Wr" 0000 0000 ooaoo 0000 ooaoo 0000 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. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC0Sous TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001,3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. co •E "SF Fs., 2017.09.011P• G 7402, %—10:06:18 04'00' STATE OF 0T'•.'P Zachary R. Priest, P.E. i s • OR . .'•.C7\%` Florida Registration No. 74021 ONA, E`` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LwITATIONs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 If - Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 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. 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 dia. inch0.0ad12F216-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. edheaddia. trip nail spaced 48- dish ailspaced 64864.2 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 t48 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 notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8 inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel 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 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 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- t43.3 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. -inch 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 Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3)18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3l16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood le g 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 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. chinch ail shanknailOne ( 1) min. 1.75-inch each panel lap 16-inch o.c. x 0 072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 16- inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 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. t60 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-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 1x2 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. a - One (1) 18 g, One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch leg batten two lap Wood leg staple spaced finishing nail with min. t53.3 16-inch 1) min. 2.25- staples in diamond 5- 7min. 2.25-inch x 7d 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- hankringshank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c. ailshanknailshank inch o.c. nailed on either side inch x 0.072-inch lap 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 INSTALLATION ALUMINUM COILS, INC Soffits Appendix B 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" head dia. nail with min. lW" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F 1 8 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 SOFFIT STAPLE OPEN RAPIER STAPLES 3/4• x 1/4- ; DIAMOND PATTERN DETAILCROWNSTAPLES; scrroo I' USING A DIAMONDLsr„ats / PATTERN FACIA BOARD FASCIA CAP 12F- 2 3/ 4- X 1/4- CROWN FACIA BOARD 8. 1- 3/4- TRIM NAIL Ft':F' STAPLE ON CENTER 1- 3/4- TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48- FASCIA CAP INSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4- X DOWN tj CROWN STAPLE SOFFIT — max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 2 of 12 This evaluation report is Orovided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n `, SOFFIT STAPLE GIST DIAMOND I ILDETAIL PATTERN FACIA BOARD yr BETWEEN/ STAKES 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWN 8- 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAZI STAPLE ON CENTER PAINTED S.S. ocrewed to ooffit with one(1) H8 x PAINTED S.S. 48' FASCIA CAP 1/2• x 3/81 head diameter screw, O.C. 3/4' X 1/4' 16• O.C. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL fASCIA BOARD PAINTED $.S. FASCIA CAP SOfFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT i FASCIA OETAIL 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. 114" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" 16F-3 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 3M INEr"p1C`, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4- ' L--; DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND , sir rrersrLcS i 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. CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOD SOFFIT 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 S.S. FASCIA CAP SOffIT 1`4 CROWN STAPLE OPEN RAFTER FASCIA BOARD I-xj' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL lo FASCIA CAP; REFER TO SOFFIT L FASCIA F- CHANNEL----""**' HANNEL DETAIL 3ie SOFFIT; MAX. 16' I SPAN H 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 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 n `, SOFFIT STAPLE DIST DIAMOND PATTERN 1 1 DETAIL FACIA BOARD ur e[Tvcai STAPI[S / 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— CFUWNEL 80AR0 1-3/4' TRIM NAIL STAPLE ON CENTER JS.S. PPAINTEDS.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-lnch apart 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 t' TRIM NA0. FASCIA BOARD PAINTED S.S. 1-4- CROWN I FASCIA CAP STAPLES SOfFIi USING A DIAMOND PATTERN; REFER TO 1'.f' CROWN STAPLE SOFFIT STAPLE OtAMONO PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 2417-4 1'.1* CROWN STAPLE -- FASCIA CAP; REFER To SOFFIT 1 FASCIA \ DETAIL Nominal 9TP Batten Anchored to 3/6 SOFFIr: MAX. ri' f-CHANNEL Rafters withifh one 1d Ring Shank Nail of W000 SUBSTRATE-,------ UBSTRATE every Railer SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRW NAIL FASCIA BOARD PAINTED S.S 14" SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'4- CROWN STAPLE 1 t' TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 DETAIL 24F-5 I'aj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OETA0. Nominal Tar SYP Batten Anchored to SOFFIT; MAX. 24' Rafters with ]dF-CHANNEL e Ring Shank Had at ererr Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL fASCu BOARD RGA i' T-NAILS PAINTED S.S. FASCIA CAP SOFFIT I'Q- CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal 1's2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CMANNEL Rafters with one Id Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f• TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER i0 ANTIIEVEREO I" - CROWN STAPLE SOFFIT STAPLE 7 RRAFTER OIAMONO PATTERN OETA.L FASCIA BOARD SOFFIT & FASCIA It•TRIM MAIL PAINTED S.S. DETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT 1 FASCIA DETAIL Mmnlnsl I' x r svP battens 1I^1 0 scabbed between rafters and SOFFIT; MAX. 24' 1-CHANNEL secured wdh one (1) 74 ring 1Ishanknailstraight -Wed Iwoughtherafterintotheend WOOD SUBSTRATE o1 the batten or two (2) Td Mg sank nads toe -need on either side of the bettem at the batleNnifter 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vuit is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 4,,-;'"""" Des_in;Wind;P,FessSres fo a,S_offts-`',,in'Ex"osu"'B r{S1e,-:.-r('1:,^l<t:i:.:r i3:•;:.. Wilding rsc- Type. Zone, t;f ;,,^ fulena Roof 120 1 30 140 BasicZW'ind S 150 ed{ 160 '.` xs . m FiJ J.7,0 to y': x:h:c;a;y: 180 3 190. _ 2l)U. Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 1 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean R offtHeight 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 50L60 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 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 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 318" F-Channel 3/8" 318" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/5' 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" 7/81, 1/8" HEM 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 18' BLANK 3 / 8 PROFILE i 000aa 00 0000 000 00000 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 3 1/8" 7/8" 1 3 1/8" 7/8' 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 02S iW 0.12v ryp 13.75" BLANK 3/8" PROFILE 2.I7S;u 000 0000 0000a 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Business 8t Professional Regulation BC1S Home I Log In I User Registration II Hot Topics I Submit Surcharge I Slats & Facts ! Publications I FBC Staff I BCIS Site Map I Links I Sear Fb Product Approval Oe I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline. html 1 /2 1/2/2018 Florida Building Code Online ^ I ry Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 S.umma , of Products rod , N mb r o h `e sic pti `'-' ' r. 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural 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 Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf 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 FL5444-1112.Ddf Created by Independent Third Party: Yes Back Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant 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 click here_. Product Approval Accepts: RR® Credit Card Safe file.///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVALIFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificote of Authorirotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-1112 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6tb 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 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: oz Robert J.M. Nieminen, P.E. Florida Registrotion No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was sutMriied by Robert Nleminen, P.E. on 09/05/2027. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert 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. TTRINITYIERD 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 D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate of Authorization # 9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, )Mm 30 and XT'" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmontm, 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 IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use 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,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,Sd = 150 mph (V,,,t = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Salads'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,Sd = 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, I.I.C. Evaluation Report 3532.09.05-R13 Certificote ofAuthorization a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20^', XT'" 25, XT'" 30, XT" 301R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 mm) (305 mm){ t( 305m} mm) Selant 1"(25 mm) 5 s/e" (145 mmS112-Pad rrro METRIC 131/a" 131/e" 131/8" 1"(25mm) 1"(25mm) Sealant Figure 113: Usefourna!lsforeimyfrdlsbingk Use four nails and six spots of asphalt roofing cement* for e%vry hull shingle (Figure 114). Asphalt roofing cement meeting ASTNI D4586 Type II Is suggested. I - - Rooling Cement ApDly 1" (25 mm) spots of asphalt rooling cement under each tab corner. Figure 11-4. Use four nails mid sir spots ofaspbalf ce» ten! on steep slopos CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20'". )M" 25, XT" 30. XT" 30 IR: Cut Shingles 25rrim , l - t, r 2 (50mm} rR noveti I —-— 1 —— V -— t f " f 12 Cap Cap Cap 305 mm) Shingle Shingle Shingle Figure 11-24. Oil tabu, lbvn bins back to stake cap sbinddes Englisb ddnensions sbotvn). 5"12"(305mm)` i Eases 125 mm) _ % gSdes S Figrue 11.25: Inslydlalion of caps along The bips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/OS/2017 Page 4 of 12 1 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every filll shingle located .is shown helot: I' M mm) t• (25 —) Nail Line ' Neil Nat Line , Figure 2: Use siv nails for eregfidl sbinode. QOTRINITYIERD STEEP SLOPE Use SIN nails and FOUR spots of asphalt roofing cement for every full shingle as shown below Apply asphalt roofing cement 1'(25 mm) from edge. of shingle. Asphalt roofing cement meeting AS'TM D 4580 Type II is su gested. Hip & Ridee for Arcadia"': Cedar Crest'", Cedar Crest'" IR i' (25 mn) 1' (25 mn) a Lc, G fipare J. Use sia• units and fiur spots i f aspball noofinQ cemmffl uu slay) 4of 's. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y..- inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastice NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line Y. to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. MM) L Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (620) 6S1-SS47 Revision 13: 09/05/2017 Page 5 of 12 6.6 5B'h6nm Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. I MPRO or"00m, vill IIIIJP04AI0-00A o AdMorel rods it Rq&ed. QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. a PAI 0004, PAPPINRONRe0".00a I,] ILIOMMMAMAN61110""F00.0 FORA OTO \-- ilo ag ctwoo 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont•, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18.Sbanglee Ridge. t 8• Exposure Remove tape from the right side g•` and ONDSEC Fasten they left side 8518, RIGHT FIRST LEFT Figure 17-19. /nslallalion of SbangloO Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R33 Certificate alAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Use rive trails for every full Shingle. Figure 17-4• Usefur nails for erwryfull Grand AlanorSbangle, Carriage House Sbangle. or Centennial Slate. QOTRINITYIERD STEEP SLOPE Use seven nails and three slots of asphalt roofing cement for even hill Grand Manor Shingle. Use five naib and thrm spots of wsphah roofing cement for then• full Carriage How Shingle and Centennial Slate. Apply asphalt r oiing cement 1' (25 tmn) from edge of shingle Figure 17.5)• Asphalt nofing cement metling AbTJI D4586 T?lx II is suggested. 251mm) i Figure 17.5. Wben installing Grand Alanor Sbangles on steep slopes. use seten nails and tbree spots ofaspbab roofing cement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shanele: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--( 305 mm) --(375 mm)-- f(305 mm)--i 81019MMIC11 a ava arras>1-0— sa+ unaes i I-- 1" (25 mm) Release Tape I 1" (25 mm)-yl — I'h" NailableT Tz aea 0A0MEt" t` t0 AM LANDMARK TL NorthGate: 13'/ 2" l3" 13'/2" 1--(343 mm)--- --(330 mm)-- --(343 mm)-- 1"(25 mm) 1" (25 mm)--rA FA rA 7// Figure 13. 4. Use four roils for emg, frdl sbingle. Natling moos for low tuxl sundmd slopes (from 2:12 to 21:12) Nal bstoeert upper li boat Ines as stmmm above. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoriration a9503 6r" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 Certain'reed Asphalt Roof Shingles; (610) 652-SS47 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for even, full laminated shingle. W below. Asphall roofing cement should meet ASTX1 D4586 T)•pe If. Apply I- spots of asphalt roofing cement unde cach corner and at about 12" to 13" in front each edge. METRIC DIMENSIONS 12"- 1— 143/4"— 12..— 305 mm) (375 mm) (305 mm) R ,.,..u..o. merraaima+aees 115 rem) 1"(25 mm)--# -- Release TapeD Nail Area For SteepT I{ WA251m ) 25 mm; i Rooling Cement QOTRINITYIERD LANDMARK TL 131/2' 13" 131/2' 343 mm) (330 mm) (343 mm) 0-1 "(25 mm) 1 "(25 mm)-r I 1 Figure 13•5.. Use six nails aafour spots of aspbdl roofing ceruenl on skrep slopes NorthGate: STEEP 12' 14-3/4' 12' SLOPE - —(305 mm)— (375 mrrr} --(305 rr NAILING AREA I Nailin imits rV(25 mm) betweeWlllver. 1125 mmjnalImes Nailing areas for steep slopes (greater than 21:12) and "Stone -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridee for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium. Landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/tl' Mrnm) (250mm) 415/16' 415/1G 125mm) (125mm) 150mm)t—owlmm) Notch for Centering 17 r6m Notches for Alignment to the Top Edge of the Previous T Cap for 5' (125mm) Exposure (180 English Dimension Shadow Ridge"" Exterior Research and Design, I.I.C. Certificate of Authorization a9S03 6" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Notch for Centering 37mK37mm) Notches for Alignment to 5 . the Top Edge of the Previous Cap for 55M (141 mm) Exposure 196Imm) i. Metric Dimension Shadow Ridge"' Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 13: 09/05/2017 Page 8 of 12 0 W 6.8.1.2 13 1/4' 337 mm) 9 274312' 250 mm) 4 15/16' us mn» Cenielkq Notch Align these notches to top edge of pievlous course NorthGate Ridge QOTRINITYIERD 13 1/8" 4—(333 min)— I-6 5/8'-wi-4-6 5/8'- 168 mm) 168 mm Centering 7 . 13 1/4' ` Notch ' 1mm) 337 mm) / Align these 1 7 5/8' notches to top (194 mm) Iedge011jpreviouscourse. I NorthGate Accessory 12,, m) -- i I Laying Notch I 1 I ' Figure 13.20.- Use laying nolcbes to center sbingles on bips and n* cs, and to locate I& correct aeposum For ASTM D3161, Class F performance use BASF "Sonolastic• NPi" adhesive Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. or Henkel "PLO 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorization lr9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-1113 FL5444- R12 Revision 13: 09/05/2017 Page 9 of 22 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails lot each hill Presidential shingle as shown below. Nailing I• 40' ' Guide Lines (1016 mm) 5 1/4' - 133 mat) • • • 14 114' 1 112' 38 mm) (362 mat) I NOTE: Apply nails on painted guideline. Figure 16-6.• Faskning PmskkmUa1 and Pra ldentid TL $bake sbingkes on low and skmdard slope& QOTRINITYIERD STEEP SLOPE: For steep slopes, use Nne nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails In between the nalllng guide lilies, apply 4 nails I' above tab cutouts making certain tabs of overlAig shingle cover naUs I V diameter asphalt roofing cement Ffgum 16-7. Faskoring Frerldenikl and ftesidonlid ML Sbake sbingl s on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TM Presidential Solaris'"' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12' x 12'; Portland, OR produces 974s' x 1311'4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPITM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest•" IR hip and ridge shingles. 6.10 IOW, STANDARD AND STEEP SLOPE: I(is mm)--1 9 3/B" 4o mat) Fidrrrr 13• 1* rastruiq ftamros Sh1gk oa M p.Vopa For steep slopes. use fire nails and eight spas of asphalt roofing Fitrim 15-3.14041ning 1141trms Shingfes oa cement for eacb full lbucras shingle as shown abme. Apply I' torn and Standard slopes Munn) diameter spas of roofing mnent (AJTAI D 45s6 Ape it For late and scmthrtl slopes, use five nails for eadt full suggested) under rxh tab corner. Press shingle Into place; do not Ilanems shingle m shmcn abate. expose Cement. CAMIDi1: Too much roofing cement can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization tr9S03 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 20 of 12 QOTRINITYI'ERD 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14. 18115ree piece units separate to make 54 Hatteras Accessory shingles 6,10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I Fa e 8'18" (460 mm) goh 203 460mm) Cap Cap Cap Cap 3, Shingle Shingle Shingle Shingle 2 Figure 15-20.• Cut Hatteras sbingles to ninke eotrer cap. Figure 15-21: Installation of caps along trips 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 LOW AND STANDARD SLOPE: STEEP SLOPE Use FIVE nails and FIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Maml-Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. N.um• Datlrr110rpurY SIXrob( XrorWb I'(7S mml Ceft 01ANdgrni. X4 WW*rrpW" SlX rota (rro rob u6UW aura Q r W* J as dvm Figuro 11-3. Use FIVE nallsforewy IhgMand Slato sM & Figure I :it Ilse MW nails and eugbi spots of arpball roofing cmnmI under eacb nab corner CAu' rioN: Messive use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate'". Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 CertificoteofAuthorirorion# 9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle localed as sho cn helo%%,. sccelant Sli mm) 333r'r^) (333.711) f333RCl) TTRINITYIERD STEEP SLOPE I ;s Fula? nails :md four slxAs si asphalt r(wring cement for every full shingle as shown help: Asph:dl nwlinr cement m.waing,lSl'd1 04586 Type II is suggustcd. Apply 1'(1i nun) slwt; of aspludl roofing Cen ent .Is sho ll. CA1.110\: Excessive use of roofing cement Van cause shinglea Ip hlister. Fill p Roollo0 Cement I`am+l 'i~ Gmsr? A" "1 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. H. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL54"-1132 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1 /2/2018 Florida Building Code Online 1 Business 8 Professiomal Regulation BQS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear Florida Y r j Product Approval IUSER: Public User Product Aooroval Menu > Product or Application Search > Application List > ApplIWIon Detail ocaYa=cvsr.[ FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the 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.ndf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgtF2AezuaggOLAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval ReportTAMKO Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TSP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.g_dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TSP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 I1 TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Reoort TAMKO Undedavments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC_ Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.ndf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure. N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Inde er dent Third Party: Yes 12328.E No. 15 UL Asphalt saturated organic felt 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 TSP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes https:lAvww.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile 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. TAMKOV Master ASTM D 6380, Class S, Type IV underayment 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. TAMKOV 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 TAMKOO 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 TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. 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. 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 manufacturers 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 Guards shall be 35"F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments 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 Coverinas: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shin les Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKOO ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard(lD Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOO 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® TW Metal and Tile Y Y N N N YUnderlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 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 in& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t,`RY1 1R,,P1'F" i No 74021 cc 33 • STATE OF :•W CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 w..wu.nawr 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. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httn://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments 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, 6'" EDITION (2017) Issued October 19, 2017 TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKOV No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO 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 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 50OF 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 TAMKOV 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: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments 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 TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOV TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 underayments 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 in& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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. PRY"RR. p' 11 ,,' f'' i EN No 74021 cc= 0:• STATE OF CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 IF.wrl,'YrI•I. 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. Florida Building Code Online Business 8t Professionaf Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge ' Stats & Facts ! Publications I FBC Staff I BCIS Site Map Links ' Sear Florida r CY, Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail DcW-.c.- T9C. rye 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 1.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 I N/A Product Approval Method Method 1 Option A I I Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%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 summa of Products FL it Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 160S1025.r)df Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports I'3792.2, I,730 Roof Louver I Aluminum Roof Louver - Limits of Use _ Approved for use in HVHZ: Yes' Approved for use outside HVHZ: Yes Impact Resistant: N/A, Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model _ 730,750,770 Roof Louvers shall not be installed on roof mean,' heights greater than 33 feet Certification Agency Certificate _ FL3792 R10 C CAC Lomanco 700 Series - NOA 1605102B.od1 Quality Assurance Contract Expiration Date; 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER, Created by Independent Third Party:, Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA_ 16051028_.odf Created by Independent Third Party: Yes, 0 o r u u L e Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A 08/16/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CERventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model Created by Independent Third Party: 730,750,770 Roof Louvers shall not be installed on roof mean Evaluation Reports heights greater than 33 feet. FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC NOA 15-0709.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 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 mccl 'n e zt The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy 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 1 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 I of 9 ROOFING COMPONENT APPROVAL Catemory: 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 l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 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 l00(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 AQencv Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS l00(A) 03/ 16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS l00(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 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 I %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 MIAMbDADECOUNTY 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 M m M, m m m 700 SERIES LOUVERED ROOF VENT M m M, m m m 700 SERIES LOUVERED ROOF VENT I 2.0.E i 15.33. DETAIL B 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOWERED ROOF VENT 9 1 4,91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE m NOA No.: 16-0510.28 MIAMPDADECOUNW Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMa MIAMI-DADE COUNTY RIM 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.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMFDADE COUNTY Jul 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/I6" 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 I00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS I00(A) 05/21/07 Technologies RRWA-001-02-0I TAS I00(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 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A J NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT J DETAIL B 11,004 1bm I 750 SERIES LOUVERED ROOF VENT 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 MOO- 16.D0 --I 750-S SERIES LOUVERED ROOF VENT 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 9 1 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MiAMPDADECOUNn Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI,Q4bE M IAMI-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.15-0831.07 and consists of pages I 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 20-5/16" 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 Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMI•DADE COUNTY 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 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %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 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 pas=-, 700 SERIES LOUVERED ROOF VENT pas=-, 700 SERIES LOUVERED ROOF VENT l I I 5.33 li DETAIL B 750 SERIES LOUVERED ROOF VENT 01 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 750-S SERIES LOUVERED ROOF VENT 91 i 4,91 !-— NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 11 7,xj 11S:33 DETAIL D I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Method 1 Option A 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products` FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FUSS R10 C CAC NOA 17-0821.19.0f 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 FUSS R10 11 NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: flack moat The State of Florida is an AA/EEO employer. Coovrto t 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are pubk record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please did( here. Product Approval Accepts: Is Credit Card Safe M IAM I -DARE MIAMI-DAD.E COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tiyww.miamidade.¢oy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AID (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" Yiigh 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. AIMMEMENEft NOA No. OV1111.18 MIAM ADEGOUNTY 1_ Expiration Date: 09/ll/ZOi8 Approval Date: 09/28/2017 Oq / Z S/21117 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables', sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 304044 dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4" 6" & 12" Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Mm-ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A.1VMakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatorydffairs. 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 Miami -Dade County Department of Regulatory and Economic Resozores (RE)?). 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 I 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 Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculationsfor 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 Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. i lurt Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 A HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS im .r TrFE 'A'_$7I[U r I Ir l r I I I IpLNlLL7 IL1 l7aAil EflflJl.i 4" SOLID LINTEL nATA TABLE m, sk l E4SO[Q1r37 1E9r3i FiGri tll 11L'.SalSG 1 FfilL'I211::.!!i mCiilllr}rm if.l:iq rr:a rsn.rvrr •uca Lu7h'P'.51111 4c"II r,:W l,r,t•>L.'L'''f'i L'.1 d,aaur®v de+no FYY CCia E]Q1i F'SI r11F.r kL"_! GQi3i VeZLJ[40 C)Ci/l]O l/l'S'1Jf11/a iL7S'r.1l G'rI[t::J LI(.\tt>• CIGLY[GL''CZ7i l'':J ti:ilri\ LS3l Vt211'.fUCI JL7Q! o, iGLf iC] ti a tC!Y f•L•i it 1:•1f })y/,'_I a:lm M/off 7f7I'Q1t•o'I/\ tm rv-:az-rau rr:r\ a f tar}a ++ .n t2sr• acr .mrrrarrv!! GG'] f i C 31 L'"il R `1• [tL" .! i Ill'-.:" iCSA 4 O acf MoractMr ruavurop 4 rroYoro roll r00000r },rrcovu. if a FW=fm a ear mff an am oaoar a 111moomo aoarmurto Too INC aMM WM Cowart eui-clue5 vuG. L muvom" 6RW 7/4 fY 0= Ylol m IS. no A Ism 4 soorrao Immoi. o aD a SAM &wW . a" Illaw WAM "is L Yooa M Tm a mm v vwn Imme FC am= 11"mro A, co"m rit."Nu M1 . oeoo ra rro at o = Ila U m amacm ow or We ACE"" WASr" cum - llo. Y un, YYRA M1 • 700o ra rM / aon 10mfY AM" . 6 COY R X=fft= ON rA&W= Dom. YarC i " M Rl6 "at K cm \o= wt on CA,oc mu TaY MA, f tam.'WY aCl G0. W o Me If ooa war ARM MOP" rlall roar G PA r,, PRODULr; tr'VISW 4 Duw %vl C lb lbo Flai CEN • ' , O g000 lealroI -o Z MODUCsRevistm 18IvallMP4 rwo o. 4 'muse J8 owidjnO N JOM PARR&O oclo . 03 r OR1Q • WCR 679 SEFFNK FL `, 70NAL'G , IIC N0 44756 Ism PRECAST AND PRESTRESSED LINTEL DETAILS IpL no o0m1r-14 wn Rl Rion AWYO VAG 1S m.0 Winarms oa mat. Dram roan m¢rl l a G i GENERAL HM 0 • Pe ldriI2' yb u •I :deo60 ro •ost • 300D pd mdt t. p Am1 As1s W Imaor per ASW e2M llps 11 or s 2) N aeM Imo tall+ bm l at oilaue 4 inch norded beohq. EatdllG sdM bMr NO V. alms r OIL, 4oa f 3) MadM bl Merin bed eed heed *lo, 4) TMaa b rule N•o( p etgasolndue6m (a if% nee0al A 1426 466J . 1bw op Unto 1) N lbMb WA or aced 360 4efiey 1]y'tEmle: au stslo®ed VIA *fkd1o4 Imesr . ups Is swtoo/1`0itm; sa w (baaa "Ibn 6) b1Nn Woo Wit a, reWYoa. 8 4• sae L,i.r to be indeed ./ 4• Fmmr. b•b ". l v 4201:10 yw6ld. y 6) INIA head deo aedsld mmt camel Will w •eWeebnA 9) The 4cipw •tq grebe• otnedntd beb Iwo @s Ada boa tebw by aaalcolor• 6 gsstlltmarm n*Vq etmtett W sac d 4-e•y from UsOf Mo12) aom1 11aI aG dw :.ere. ao a•i 9ra el l} (°°q eokb.. a Do a& to 13) oh'eoo d a'0C0000aoaa eel w `i: Atn`°i "c-°o:6'°Q "o '° dd bmc•9. 14) thaeb weed 4 mtb r•Gml 1y •. ,0 aed het(ambl roar ah•N a ehsd•d tnc 01s abelbtd eul V+ (•6.++9 app911 , l load 4• Apd6d haAlmkl boa S IA SW •sr0ed bd Sefo dtwatd Mod 15) Far e•npne'b carol hdlw mt dtmto ew oar Med Wei not war bdO.boon. ie) Far Wel bi•16r mt Am W mM bed hem tee Mnpt 1000 4S••t, 17) Sds bads an v*wk*-W ds•s b boa. is) Sal• Imo bond m mbed Jedv em*ds per 14 5M candd AD 316 19) Asdusew Itidateedawl.aab e>' j snb ( abma IM, S• d U6 bdoibeb 'ml r+ z ' SEE SAFE LATERAL LOAD TABLES FOR LOAD AA M RE110TIRRM CM REACK (FAM ROLL CME 1/ 2' CLR TVP s.. g 5 REBNt FOR 6' LJf4W S RFBAR FOR If UNTELS CR40 or GM SAFE LOADS FOR 4" SOLID LINTELS aqm ITY TYPE LENGTH r4S8 S-6' (421 PRECAST 04'-0- 481 PRECAST 4'- 6' (541 PRECAST 769 5'- 10'(701 PRECAST 460 6'-' ( An PRECAST 360 7'- 6' (9n PRECAST 260 9'- 4' (1121 PRECAST 156 IV- 6'(128r) PRECAST 116 121. 18 4- 4g41" UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y- 6' (421 PRECAST 687 371 4'- 0' (461 PRECAST 597 320 4'- 6' (541 PRECAST 29 258 V- 10'(701 PRECAST 407 148 6'- 6' (78) PRECAST 366 l i e 7'- e (901 PRECAST 280 87 9'- 4' (tin PRECAST 187 55 10'- 6-(121n PRECAST 152 43 121` 8 121"12 121"16 10) RA .Not Abbe »:: •• . •• ;,-, .,. lq eAbn Ala •der cab. M a bated m w bolbet It IN trMl ossslT. FR; 01wCTMIS6D BU8 6F8 6F12 6F16 • • .t'%7,y', o4mipbfrGwith The Rod& eq < <, ice.. t-• j4; F-VkvonOde •/B < ,i. '• TYPE 13= GNA110N .n. •t••-;,:{:^ r taw sml enur / • te•um h • O { .:5` o: ? : ;-.i-'', t . f c wa muN • • t :,,I, . t s. i a.: r 2f 6-26/2T .•s.?,•s2i: • i'i.;:iyi•,; •:i!;'•a I.E. tot. 7l O N61a1rve d1= not It tolm ii'.ex — C1a 4S8 t•' ; i(:; .. . 7 : • G . 01 •• 121`28 12F24 12F20 o '.41, MoD uv :'• ;y . la0T RINISI(O mpi a' ' y, S, a}:' * • • 7F : ItWldiaAtbdari0t do FIN(& CFWGPsaw • 1 S • • •• • • • • • i ,C AFaNO aeptutr'No - 0 • G i r ' J OM CR 579 IOt' Ogle o lE u NOl9NAlrnollt , R 1.. •' . BF32 6F28 6F24 6F20 'q ,QN C 4.4 sEFFNER, , 3& N n a• ot bOF — CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 0 1 CIA t1.191M i 0a. / psi$ r ( u nlwc Iuwu a ouBl( 6n iwlx uucuu0 scue urs foo`ars s 9a1u uat 0 W. am FA1W F.L - Mr. eo. one ROMP. U012 3rc0 I OF) SAFE GRAVITY LOADS FOR 8" PRECAST U-UNTELS 4 aap4m Y SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6UB 6F8-18 6F12-1B 6F16-18 5F20-IB 04-18 6F26-IB 5FU-IB Y-6' (421 PRECAST 2332 1 2670 2 5050 6148 7227 8297 7 4'-0' (481 PRECAST 2025 2313 302 W50 6148 7227 8297• 7 4'-6' (541 PRECAST 1654 1887 3833 5050 6148 7227 8297 7 5'-10'(701 PRECAST 1067 1260 2198 3557 57M 7227 U97 M B'-8' (781 PRECAST 949 1078 1831 2850 4328 6737 U97 9357 7'-6- (901 PRECAST 779 883 1459 2188 3151 4124 6554 M7 00 9'-4- (1121 PRECAST 554 660 1056 1523 2064 2795 3731 5D17 IO'-6"(1261 PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4-(13n PRECAST 457 513 805 1133 1507 1952 2492 3165 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2233 280E 1Y-4'(1601 PRECAST 373 417 646 893 1170 1485 1852 2285 14'-O'(1OBI PRECAST 351 392 60S 835 1087 1373 1703 2087 17'-4'(20n PRECAST N.R. 299 455 620 794 985 1198 1437 p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CM 40 FIELD AIDED REM SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 rRAG- SAFE LATERAL LOADS FnR A- PRFCART I1.LB4TFIS 4*AV,C,Wn SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8' (54' PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-4' (1127 PRECAST 173r277 74 10'-8'(1281 PRECAST 151 58 I V-4' (136' PRECAST 139 49 12'-O'(144' PRECAST 131 44 13'-4' (160') PRECAST 117 223 35 14'-0-(1681 PRECAST 111 202 32 17'-4' (208') PRESTREZED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4MR-4 t " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-IT 6F12-IT 6F16-1T 8F20-1T 6F24-IT 6F28-IT 32-1T Y-6' (421 PRECAST 1412 2074 2713 6 3997 4638 5279 4'-0' (451 PRECAST 1225 IBM 2357 2913 3470 4021 4583 4'-6- (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-8' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-8' (901 PRECAST 648 863,4 1219 154414 184014 V35 2431 9'-4- (1121 PRECAST 575 571 980 1252 1492 1732 1972 10'-6'(128') PRECAST 514 46204 787 1121J 1331.155IJ 1766 11'-4-(1361 PRECAST 474 404 885e. 985 1213 1442 1645 12'-0'(1441 PRECAST 451 387 4 619 888 1093 12" 1506 13'-4'(I601 PRECAST 102 308 516 738 908 1076 1247 14'-T(168' PRECAST 368 255 475 877 832 989 1145 17'-4'(2081 PRECAST 253 j 708 j 335 476 j 565 A 693 803 A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE Na 4 PRODUCERBVM of oo^4oytoi with 06 pw& Building Ckdo Art yw,ee.NNo1a - O Z(, JB I Dy AdiNaduu Cb umf 44 PRod pNarnn,Fra;e, I pP a' CRAIGPARR010 Dr8 CR 579 FeFR n coo w FL. P.EOCAO.44756 1- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE A[ WE- CMU-14 I SAAYM M JOYM AVWV I ams R1S RC. m 4mi I amma Wall lHR I SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS Cmrw+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 12T6-29 INI2-29 I716- IN20-29 Im4-29 IrA-2B Uf32-2B S-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 114438 4'-0' (481 PRECAST 2923 4232 50M 7619 9352 11060 12755 14438 4'-6" (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 V-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 14431(, 6'-6- (781 PRECAST 1383 1986 2879 4196 6421 IOD32 12755 144 7'-6- (201 PRECAST 138 1628 2131 3218 4576 6756 9763 1 V-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-8'(126') PRECAST 614 1043 1295 18M 2515 3323 4334 5532 1l'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47 66 12'-0"(1441 PRECAST 455 876 1073 1513 2020 2617 3333 4206 IY-4-(1601 PRECAST 359 767 925 1294 1709 2186 2743 3409 14'-0'(166-) PRECAST 321 720 A 665 1204 1584 2017 2451 3108 17'-4'(2081 PRECAST N.R. 4510 631 631 1141d 1428 1750 2102 19',4'(2321 PRECAST N.R. 343 d477 700 925 j 1152 13W t609 n AXE XU19Dt5 IN PAREIMIS ARE FIRM M DUCM FOR QM 40 FED /9= RD31R. SEC Cf = WK R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 44xptwma SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1,, IN11-2612RFIa 12RF14- 12NI8- I2M- tffl 12WX- 4'-4' (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 ISM 4'-6- (54') PRECAST 2319 2740 5465 7584 9540 11669 13M 15079 V-6- (6n PRECAST 1347 1641 3555 6395 9640 11669 13M 1567q V-10'(701 PRECAST 1259 17M 3361 5954 9358 11669 13679 1567QWX 6'-8' (8n PRECAST 921 1430 2633 4415 5W 10 M7 7'-8' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 9'-8' (1161 PRECAST 389 843 1451 2157 3203 4427 5417.1 1) 1XE MOmw W "aaa im ARE F4Af3?If RED nm FOR WJM 49 FBD A00E0 RBVI. SM GOOK WE R0. 4 M2 49- DOPP.ART IIJ IMTSI R 4-ST4, SA LOAD PLF LENGTH TYPE 12US 12F8 R0 Y-8' (42' PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-8' (54' PRECAST 1049 3922 2417 V-10'(7W) PRECAST 681 2547 155; 8'-6' (7n PRECAST 579 2167 12 Y-8' (on PREcAg 474 1771 91 9'-4- (1In PRECAST 355 1326 58 10'-6'(1261 PRECAST 306 1143 454pe 11'-4'(I3n PRECAST 278 1041 3881, 12'-0'(1441 PRECAST 260 971 345b4 137-4-(1607 PRECAST 229 857 278 14'-0'(I6n PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 633 16 19'-4"(23n PRESTRESSED N.R. 5344 130 3" VUVJWL 1'IVIG 1° 4'-4' (521 PRECAST 4'-5-.(541 PRECAST 5'-8' (651 PRECAST V-10'(701 PRECAST 6'-8' (801 PRECAST 901 PRECAST 9'-8" (I161 PRECAST PROOU Rli e %with to area oobft O;S-Z-/•/8 AD a-1e01 SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER OF anm— 747 PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4c-* .`.wm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IUB-21 IV12-V ISI6-2T 12Fm-2T 12PN-1T 121TI-2T 12T32-2i Y-6' (421 PRECAST 2752 1 4267 W13 6938 18264 9989 10915 4'-0' (48') PRECAST VW 13721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 1 3291 4310 5328 SW 7365 9354 T-10-(70O PRECAST 1623 2321 3310 4092 4875 5658 6441 6'-6' (71r) PRECAST 1444 2269,2972 3675 4378 5081 5784 7'-6' (90') PRECAST 1267, 1761 3194 J806 to 4417 5028 9'-4- (112-) PRECAST 1028 1171 2006 2590 7 36 4079 10'-8'(126 PRECAST 920 947 1612 2281 2764 3209 3853 11'-4-(1367 PRECAST 6" 529 1404 1982 2441 2902 3364 12'-O'(144 PRECAST 814 p 753 1269 1188 2201 2616 3032 13'-4'(160 PRECAST 678 833 1057 1485 1828 2169 2513 11'-O'(1687 PRECAST 622 586 97{ 1365 16T9 1993 2309 17'-4-(2081 PRECAST 434 427 695 964 1162 140 1623 19'-4'(2321 PREWST 366 370 583 817 1002 1187 1312 lU 1XE Mmilm a PMIDOIE55 Aa RICEIB REOUCJt016 F6i WM 40 FaD MM RWA. SEE QWA 101E NR 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 *3WbC4an I SAFE LOAD -POUNDS PER LINEAR FOOT 3692 25 4'-4- (5n PRECAST 1626 295 3740 4806 5367 6928 7989 3458 2417 4'-8' (541 PRECAST 15% 2582 3602 4623 ISM 6664 7684 2236 1 5'-8' (58' PRECAST 1210 2042 28W 36% 4466 5273 6081 2129 155 5'-10'(701 PRECAST 1173 1954 2769 3553 43M 5123 5908 1716 117 6'-8' (801 PRECAST 10201 1538 2426 3114 3802 4489 5177 1438 914 1 7'-6' (90' PRECAST 904 1226 2163 2-776 3390 9 400J 407 1011 o I- - (11PRECAST 703 0 771 11472, 2181 2663 31454 3528 IEIIIBFAS W PAWOKES6 ARE PGWO REO W5 FOR G .'' • E N S; 4o ROD AWED RESK SIX rFt M XD1E X0. 447 PRODUcrRBvlsOo 71t. • 71F sAdiIsowe hthe PlwlJe T F iANo Dds 52l1'f: li,4T183684 v- AL4,` iL P.E .U10.JUTT56 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES nu RWC oesR _- 14 um m xm ADIAW 1 SCME: 0*1C MID VW03 1 4REw m am FA/w0, F.G - am X0. w5E 0RWoz in M. SW 3 Of 3 MIAMI•DADE MTAIVII-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Plorida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.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 -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Pantino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of 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 HJelmy A. Makar, P.E., M.S. MIAM DADS COUNTY / NOA No. W21/ 1.19 Expiration Date: OS/Z1/2022 oq /Zgl2o) j Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 996-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, AE., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. 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 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 04125/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196 for 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. 8. Mill Certified Inspection Report #84-M19.805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4. At" e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 9-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121..04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 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 ofRegulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy 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 #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. n Cffeirny 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. W. dt_ Imy 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 E-6 AST`CRETd HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCTREVISCO ' MOOIrCr RLTIDW® tv cmtplyieg I ilh the floTWn ° f m" 8b16iel Cade eaaelng W..' O Z .19 Aag400eDMIQ p'idan 000 8 d rRODUC'r RENEW!? e_N1h-Pro Aoreptmwv No• ` D»: los., By 2. Aterss OOOa U-LWTR r FMAU 1-t R 2 fflmsnz" 1 7/ 32`O 8A S RRUPS TYPE ° A` STIRRUPS aY TYPE ` 8" STIRRUPS `t h 7// 33`I BAR ro STIRRUPS YUNMS e1 - a STIER STIRRU_ PT_StjTA1LS R" PRFSTRESSED U-LINTEL leli i H•:[q rlel(a• V I:Pda IlaCti/ t3LC)tpIEW411 UMANVIE LMAE i 0 QtYR( 311]lIL7 Du.;Z.f lY,i DEFt<`.:`.7 fUG:! LC7<.f6 0 LIMM cum®Fl iiiil' I m n" PRVrAST W / 7" RECESS DOOR U-LINTEL DATA TABLE L. tl i•3i frt5 i.'i u ii iTi aC• ypG;a!]CL I:Fs7 J LLr.f!R4 Dom) F3QLIi l L t r-' A L7ati LYr: lQilaL..reiJ.Yr,rYrT,) 51T.CVlr!.',•VcIL".:J I. I/LtI:wAL'J 4 a<J• rr, lruc r er tlrri ariaur:+er,s,rn c r,rts OGJwa- amiry-rila-LByf1LJR,i Cc .'srrr nO armor, arrum-u ra:•.rr::rc'r,r of nk AL W4WO i Iw tl3M Y06( tMM ftnffog= MCC FAaweAM p•aa MW myf aowa n•i •r atror 1" su a ma 7. ig 2o2L 7 I It XESMU= n I11RgL *iEORWNa CAGE, rARRICAM WW1i U- LINTEL DATA TABLE Ili+ l 1i, T.•j;il/.11ZT.Ti F loll: e1•llt:'l lt•i1:.IL['li tlu Lii\ Y'Y f.R i t nm® rDr l7 r r o s czarr a vc:ns3aa:rca SC' ii ZSIeIYIR,a.J::! 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ONAL-al ' R.P.E.UC.N0.44168 ww CAST-CRETE 8" LINTEL FABRICATION DETAILS nA ono a" neerAST 1 01*FRTR7=RI;Fn tjJJhiTF" W_s ffw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 55.0 ss-te of au-n 41,16-0 Ins-Io wza-16 6w-lq 1111" fom-1e eM-011 032-11 3'-8' (4Y PRECAST Z231 30e9 370 eW Sol e061 1502 10951 30a9 41105 MU 7547 074 IM I161a 4•-0' 451 PRECAST 1966 2n1 3uo 4froo met 1nu atof 2693 4605 61U 76Q SIT4 10314 116" 4'-6° 541 PRL3]'L9T 1609 lug 2110 2131 3753 451a SM OW 2in 4375 6113 7547 WZ 1=4 Item T-4' (641 PRECAST 1217 ag 3rAW1Y3 40stl10uolosa7657aWme 5-10' PRECAST 1062 1103 1175 101 2W2541 Joo9 31m 1451 262t 00 O 710(d, SMAR 6'-6' 767 PRFTJEST 908 1235 21T7 A31 37W 43u Sall 12_n 2177 3419 SDI We I I=td ae25 r-6• (90 PRECAST 7,1,1 1011 t721 2132 2205 280e 3101 30 tell 1 2611 3m 5Ie1 1 f7w 44nt. 9'-4' (112 PRECAST m Ito Ins 2311 3451 2610 3102 762 1243 1 1643 25c4 340 1 MCA IMO 10-6' 12 1 tECASf 5 E1I ago K47 20D 2777 1163 tali 013 052 1573 2013 2731 4W 11'-4" 1 PRECAST J62 W um laid Uzi 3117 4906 552 115 1360 INS 2423 31V 40M 12-0' l44 PRECAST7 337 540 WJ U54 16% 2W 2005 35% 540 073 1254 1601 2IA7 WM Mil 13'-4' 1 PRECAST 296 471 70 107a MU lu0 2310 21W 471 755 1073 1425 IBM 1319 25U 14'-0' 168 PRECAST Z79 4zt tam I= Im 212T 2630 4t2 70/ 1002 Im 1697 2127 2100 14'-8•(1767PRESTAESSEO N•R m 24 45a m lsl0 tb2 2213 2517 3712 i6'-4'(184 PRESTRESSED NA. m lat I 4fT 710 1170 1737 203e 2II0 Df3 17'-e (208' PRESTRES M NA, h7t lR cot NO9a 300 UDl1SW eso I329 teo9 1 taw 20FJ 19-4'(23Z') PRESTRESSED N A. Hit m xrt 0 wt I at RR 233 4g1 7a0 ION IIS! ISIS 711719 21'-4'(2561 PRESTRESSED NJL 140 340 a" eta Ii114 1. 14e 27-0'(26n PRESTfiESSEV NJL Nn RB Iw 3ls as0 7// tau ImS IAA 24-O'(2BB')PFESTRESStD NAI— 1• Ift 1a fill Ax wT 7R 129 250 450 W Del 1092 1217 SAFELATEFWLLOADS FOR evec mn 1I.I rwm a V"'- st6oi• SAFE LOAD LENGTH TYPE 8U8 1 8178 RIVU 3'- 6' (M- PRECAST 1025 1024 1598 4'- T (4n PRECAST 765 763 1309 4- 6' ,(541 PRECAST 592 591 10-13 5'- 4' (64' PRECAST 411 411 745 5'- 101(701 PRECAST 340 339 616 6'- 6' (761 PREOW 507 721 490 7'- 6' (On PRECAST 424 534 363 9'- 4• (1121 PRECAST 326 • 612 230 10'- 6'(1261 PRECAST 284 401 180 11% 4•(138'PREGST 260 02 154 12'- O'(1441 PRECAST 244 402 137 13'- 0 (1601 PRECAST 217 324 110 14•- e(1681PRIMAT 205 293 100 14•- 6'(176jPRESTRF3'SED KFL 264 91 15'- 4'(164')PPZSTREM N.R. 259 83 17'- 4'(2051 PRESTRESSED N.R. 194 64 10'- 4'(23n PRESTRESSEO N,R, 140 52 21'- 4'(2561 PRESTRESSED N.R. 123 42 EST 22'-0'(264') PRRESSED N.R . 118 40 24' II f" "l pF TRESS® I N.R, 91 33 A= I Rol ICT I nano SnQ An POMAST R PRFaTRE93ED U•LINTI1.S i= 1sgtl2oi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH did- R BFO- 27 eF12- 17 M- Tr ef1h1T Wlha 6f hii VIO- a eFZI- lir e: 213- 64PRECASTri1357 2w5 u 4 % 52M 7m) IS9 2095 3524 4391 S165 70014'- 0' 46 PRECAtiT t3a 2WS SM 3815 0W0 tau 2]OS w o 3015 4W0 am 4'- 6• (547 PRffJ1ST 1207 20m 27W 3373 40t3 373 l2W tow 2w7 M 4013 537E S'- 4' 64yPRECAST1014 n 227e 2515 M99 45n toldN12. 142276 Im 3399 3161 45M 6'- 10•(707 PRECAST fm 2593 31W 36w 4t37 11 7a 3620 4W 6'- 6' (781 PRECAST Ass I 32s1 3 TMM WSls6a 3" 2790 am 3n2 7'- 6' (901 PRECAST V1624 2@S 2/26 2e27 3226 73T TOM 5 Wl 2W 32269'- 4• 1127 PRECAST 511 1135 1474 1e15 2157 2100 391 09 1316 160 idol 2104 2610 10'- 6 (126% PRECAST 530 5 91e Ilse 1tu n3e 2011 5m W Slop 14A rM D055 234e 11'-<'( 136'j PR6AiT 414 604 Soo 1037 la 1513 17A U4 41n W45 13mn Imal t515 21W 12'- 0' 144 I PRECAST 1NO 4S 72/ 03e It 138 1555 4" so I so 1302 tMed lei 2W5 tJ 13'- 4. 160.1 PRET%ST 4m 3e9 e07 755 9W 110 I3L1 424 • 400 1 700 MI IIS9 449 iSS3001 16W 14'- 0' 1667 PRSCASf 3e4 35e ad 5W 724 d ee9 oA ITAM 12M 410 423 1 717 Id IWJ kWDJ HOW 1107 1C- 8' l76! PRESTRESSED 2n 334 620 US 0B 1131 24e 395 I eu aeo all fW3 131god 1T34 PRES1Rf$ SED 224 313 406 021 705 Oil 1056 2O) 345 016 A 100 Od1210 1410m tale 17'- 4°(2061PR>SIKI:NW lei 192 2e1 306 as62t 60l 74 I to730 1571 1473 10'- 4-(232I PRESTRESSED IK 44 667 ad so 747 to 2u U9 623 2d 041 1059 2W 21•- 4-(2561 PTA 1K 141 20% 307 373 333 ILd SS7 400 T21 50e gas as 1040 2,- D' (264.) PRESTRESSED 137 197 2" 379 W 62 ale 430 137 a' M Q 40 as us 24'- O'(2631 PRESTRESSED 124 1. 2a7 1e ast 114 1 20Z 319 pi 453 Idd as 75T 76 TTE NU118ERS IN PARENiNESIS ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL mm NO, 1a 0M %W 3 OF 1 1) 1 4 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 UN SiW 3 OF 1 91ton171:2• PRODUCT RI V(SCO ascmaomwiftPm0» I° a4et.eh .56acomplying wish iha Flo1i61 Cbd1 66 OUll440g le 740-02,2'1•/r Acmptm= . 7_ o R 21_a)2 i1tIC Z.OQ7. p it O 5 1 vyWiRd I UacL" nUol NERALNOTES - SHEET 3 OF 3 i fc t3T ash; 1 ml0 IIT frill 11211 CCt1t :° wm y 111tt4IMM), 702 rLK%,UII Raw1IVIW rvw wvWc .v GDB'JNL NOTE NO, 4 ON SIM 3 OF 3. PAODU(yC6I' ARy76pp 1'ohmolbNdo ' k lY• Nb E F, IJ.'PC CAAiGPAARWO o .02 Rk h Nd1 5rC SBFFNPR R. 3W hoed' st r" FL.P• ELIC.N0.44768 WTIls" CRETE 8" LINTEL FABRICATION DETAILS se rR r.RAVrry LOADS FOR W, PRECAST W r RECESS DOOR Ua.INTELS asr ifssa SAFE LOAD . POUNDS PER LINEAR FOOT TYPE LENGTH 8fl116 V 60 NA M eerie-o6 SOU-0 036 eRFf-le d1rxT-le W14-1 W11:1 on-t eW76-ro ex13a-I 4'-4' 52 PAST1 1635 I7/9 33SI 3260 430 f42f 6403 7067 I67) 3t09 5206 6e39 e010 04" Ion; 41-0' (547 PRECAST 1494 15" Ian 2912 390f 4246 924 69D1 97 3691 s wa eo60 1471 mm 5'-8' (88' PRECAST 886 1770 1716 2277 2D39 302 3966 1107 210I 4567 4.7e9 e0 7at7 1311 5-10'(101 PRECAST 810 16" 1ON 1124 26/6 374 3700 1113 23f2 4242 IlM 1 67e0 61-' (8D') PRECI ST 797 001 1675 312o 5046 7W S443 73M 101 I= 3126 am 711E 9G0 106 T—C (90' PRECAST 669 7s 4W 2459 3776 5743 72a 6123 765 149D 2469 3716 5743 Oe9 9 -0' (118 PRECAST 411 4 09! 1560 Y253 3120 4031 3146 670 e99 1506 22M 3121 1- 6119I OAFS LITERAL LOADS FOR baOAaR.J qn acr=11 hhPot trA Dim it SA PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4S (521 PRECAST 758 757 1164 4'-6' (541 PRECAST 694 693 1073 5-e' (80 PRECAST 408 407 655 5'-10'(701 RVST 382 381 616 I;-8' (801 PRECAST 595 788 464 7'-8' (901 PRECAST 509 674 363 9'-8' (1161 PRWT 370 490 214 SAFE UPLIFT LOADS FOR 8" PRECAST w12" RECESS DOOR U-LINTELS 4 pwrY +m SAFE LOAD . POUNDS PER UN EAR FOOT TYPE LENGTH 1RFf-It IO=I 6ln - IRIONfAP1-2t 1a10- 0014-2 e1022- ORM- WA-21 FRECAST1•2 MIl Im' 73a AS1 4446 6140 2 3751 4M5 5140 4'-6' (54' PRECAST so IBM 2272 W) 4VS 4943 e61 1004 W2 3W 42A 4143 5'-8' (66') PRECAST 67f1 f197 2f54 33fP all an rt69 1797 2154 MU all 5'-10'(71* PRO= ass 12(glaid 1746m nVi V73 t, 3266 27t9 ti 655 1237 17/6 1 22S9 99 6'-8' (80') mew 70 929 1 110 329 570 too I530 19fo m 7'-6' (90'y PREGST 5"06 742 t364 ' IM M6f 66 691 1364 IM 66( 116') PRECAST 395 • 46f 04 1222 160395630IonI331 THE NU116EAS W PMMESS ARE PERCENT MCMM FOR GRADE 40 9 SEE GEt1ERIL NOTE 18 (1) THE NUMMIS IN PARiN01E45 ARE PERCQR REDUCTIONS FOR GRADE 40 FlEU) ADDED REBAR SEE GENERAL NOTE NO. 4 FlELD AD= Rmw. SEE GENERAL NOTE NO. 4 OHM NoiES TYPE DESIGNATION IbHdaht IZ) tN4b n o.nbdard d-I/t• 1s1 edmn m 0e ta4t b tmmdala e C IYYt • 1m0 w1 aAd N lddadnp saxw• f tUlm 1® QWDI / U IMflll l;. a, J0D 8d1, 0 ''•Z.A.pW Yo>i IS U e1ah+`"k J ..I.be PAM Jmtet«fillir °vtlre lvp.: Jti(m11na`°.1o Umla) P.egr w (rcihWd..4e o.a llfl 9Efl $E]2 EEile F r a tlmt° eour n oen 4 a1"oo Id 14) L6 .6ei1 6• (kr.Ml !ir I baraYtdTrml iS bOi. WwgimYtm6m Q ;i~ :aJ•Ek r"• w Oil Il ows W vD a scelra .au.l Yd bpm.sd w . ; 8 F 16 -1 B /1 T tr"'" r Iy iO J 6adaeelJYdSID • : YOWK ®'IxJ L'pAgi1Y ti r5 I) N W bs4 Mlle Y.. inf la f'fbnFa)• i Yq mWY 4aha • lOf E1 t r6IW t - O 4 b I— awI 4 IQ fit eaydY Wd lefY. al Ona w 6a1 lme rol har YIgN 1wt AmYtAI NRW MN IS Ydm. ISi 14 h WA YM6 opt Ceai eb re Iw1 Wm ad bald bep oh M1 J3 RfMR R P 1IoJY td Na tr6 ar w4 I 17) 3* b.& .. wwpbawd rB..dY bd :1' m4 (1) 1tW0 4) Tec only b ta"a9epb t. - ba ptad rd tua ha '•. .; r r - • I-1/P ctWl h m era amt4 abr. p lQ seb Mdr 1..d w tJ td mtl. mr}+ rr a 636 ..a 3n , .. 2YamdC 7-4' lo-arutlR b.d - U! a 10) mma. 14r4aa1 bw ep.ap am w .bld.4 as Ap r b r 9 .4dC4ml t utu iEJiidsWpt• M (" 6601 lr piApima adwJa ompol ML QGRQ Aepa 0a 4dd. 4p M! Woe p ,• A dR.NpYo YW 4Oa Elf Ii1-1• .al bya app b PRODt7Cf RSi4EWm_ J•_ • J r'• I ! , ,, . V. d Y666T77e.4a1[bdwp4orsln W Ak* HRdl u ooldyi%%Sb de Florida ;tp M •d a. }' `' coat tterao. (6eU.1 m 4tneame IAOdms CWa . 4 9w. 10k4 Nib o taus& Aeoramts,4 -a 2.2 J5 t6r1590gi t•% •r'j '!' {' 'a . 7) 0ss 17 mW M b. V*OM l r b» 15 r4baa • ' . t r • a veto 1' t • . 1051 CWJY 1) OnldaY../.Drd.wl d 14l1 apd ao1a1 O Da t 3Artltipl F)1 •, i ' • • ,.' . w 7/a r abw4d dammbr A8Lm FOR t" JR WO jf1 • ttttJ PAOWC7 ftCVISGD 'T KO6t ?wow It wm 1) Ta. 4"qw art .W& weabow b.6 ba In• td. good kiln q FOR EACH .Q` , m Nalptyind. Midi tbo tTao.,` W i akdAq be i4tow tesuq as rm and dw d 4- M ba. fa ` '" fWL C01iR5C) .`, I, P •'' E N • , .,Btdld4rf O 6' W16ML 91oDt 1. J .qpl .. IN xx . xd Np4 PROWtTRaau7i0 Ora i 9 rR=5:rjtov= 111 eJb Ida ed4ai rd Y be bold l 00 erutm m 0. 1dd snap 1. CLR TV .,Y • ( 1s FEW awu`voo&•6h We Pl6rW6 1 . 4Q , 1'•eZ2 w idOlM Plortla 1r• 6 : n CMG-- Qt40orsR6o17 - t/ • 4T F , traaa I?t6ra cnampp '4°' 9evpe'a / uZ it SEFFyER R. S95f4 m cWl 9: Ta.i-lTi'9,aN.Nr7:iDYI ryGf' ^;1 8 DETAILS r. „ I•\1.1.-.9llEiflQ 4i:Ir lta EfCp r[isI[:r: , In! d:2ei3.fi71-1i'1 ki17. :fr71i•T9 F Fj . t' •l'r Q,'i ••F II\ Iii7T:13:7.1 Ti'1C9 fd: CYiTYlk7 "--::•- r:\ ia7171Tn1rl api i/ii/[pYf -.. •C cam• ,. v.. _... r L.\. A.[Ma:13:ril aW161 PIt r.YArrArl __ M IAMI-DADS MIAMI-DADE COUNTY PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,nr v.miamidnde,eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig 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. NOA No. 17-0821.18 MIA FDADECOUNTYW Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq / Z g/7-0/7 Page I 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 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 April 28, 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, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig 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 Systern•Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load 'Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing 1Vo. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 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., certi)ing 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 (REP). 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 Parrino, P.E., on 08119114. B. TESTS L None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A. Helmy A. dakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE `8' TYPE 'A' —STIFF Ia.III aVLYl17AJ S/a v K1lJ a rc0qua 4" SOLID LINTEL nATA TARIE 1 ii's±riii^• T 17 IOIFlT"' GC1D CtSiltllSL'.'Ja si llll t3if `J!]QIr FiCilrtllJ l'.Lrt1G' r,iID7FT(n a Q rt iii+n•ra® S" PRECAST U-LINTEL DATA SALE 0 f1»F;iL L110 aa L ruu r _s_t acs very rrti• n. n ro ry rznl ro-a rta:i::.I raa cr*!T rg a vc ro r,tirnen rrtrr,,,. ra zr?nra varr F"1777E-Uffl i•Af/fT7'T.TI i'.S i"t:O W"r,r- zw,—lm ntsar,,,,,,rz9 rd9R1 R yriTl gimff,irroma r21"u"R•$ai4''GtT• rtte9 err r Fl i".I f RC'J rll:S.l f rev azv a rncfao,rta rfraartii fierar—a rrrcoMINERMr„l,,",fF'lar.,, tF"r.vra rrr:Sl Lira r F l l " 1mCrrsi: fF"CVCllro rrm unrsar atmraus i r ocv r 12' mLa 1 I•Siazvttai:_f TDr raarmiAar arrauDll R faCAI IK MoOUW At 04VAL u oa$ifatiED R m/ralatlr IAl7 AID CAKpr K a:farraefa 0a 06IamYRe imm INC am 'tl rm CDoolr au-dmf ust al0. L amraaala and, i/$a Ya A lif "let N. 16 AU A Ma 6 Crom atlOola, $ A0 la Ulm laUdf . Me fU UM W ASM AAM a. MQ lK TOTAL KMM Or areas$ AK MWTV $PAIN g camcM anaoam 1% . Ara rd roe ALL A 010 Am u eas lam, tux om or r a $oamm aaaa loa mwu - ol V rimMF umm re • arar m toe A al YON sanm . A. MW U6 KKM= OAK IAMKIia UM6 amR A. rc,= FoL QwL K Ca Ott as o" le K /ou Ea ann 7 Mn" real, um a4 Or a A1 is as ww Ar,a Olen$ rma Ma iv1lhYR N/ q aR0cuOoaDmr.Ucyc1ern4auaalm 8ai EooPafa7 lwfl t I./ 8_ m 4 2 ft d'1M•O woommoyiwi n MIdaDilftLuoQ o 0 l two138 0ePt vT'•'. FOCRAIOPARRINOrd DR1:•'. E924CR5n SUFM FL 33584 bMMOM OF o PRECAST AND PRESTRESSED LINTEL DETAILS Emu\`'."` ul` roc Kw,.-.- i olww V.,mac 9— - -= As gm l i lENEBAi. NOT Q lielorbk F • ao pott. ASIFI tl30.ek°'otl liim tut " m.a w.>yr. depp1`o pe A591 tojp•YarS A at• boll tdb boxed M mHoom 4 loch mdod I",- Emeoulm mat Mai tor rLnwg' PO1f Cab alG p 1 M4 bbtn. fax O 1/1 4 1 3) Fmmo ed mods bed and hoed )dnto. 4) so mtabu lo patodhmb tafeda tho potted ro7occWa for p"m 4o com added rdm 5) Al RAob mod er oosed l/J- CdMIL rsd or as t Iris IT-P a bepc uolo or omecd L/IW ddbcllo•. oul'oQ. 8no Ito 3oA& mau:a td Rww own 1 Is 4) Shen fad Satrlo o "0ell n 17 4' odd bid- to bo btoloded v/ 4' dbaoutdoa boADratd oed 0' •Foam rerOmL O) w14On ddbWtaml d Wd amc"wc m* dN W mchp twat dem moat r dw dd 1 Owlmv d ovyperL 12) Ir d. K*Iiur aNq oM gau6+j• b" nalrlarm+ dorylh rds to 13) * A dd bows yp of o Qpow b g=woemidm uTU AM yC0cl •r WOWwa_e ow "OD4 14) bob ohrAdMM Oar aiQW IM f a'e.urc IppM " W" bod + i kd lodt<a1d 4md S IA sd. w,ms bo/ 9Q ttmdd toedlaa t5) For mttpedt• &W hd0b ad dram ass outs lad fmm and low hdA do" 15) for Hot kr#b not dw.a W oclo boll from cut NW A 1610 do•o. 17) Sd4 body a" Sul I prd doWdo load. 18) Sob bA bm4 on m boel Cabe a** it #a MO mdd AOM& If) mwwwabdaterd loemmd• teeootp b (RW Ober. 9u ,6A 9ts x,.W bft4, SEE SAFE LATERAL LEAD MILES FOR LOAD RATNC FOR EACH AWMWL t' • 5s1t 7$ REINFORCED CUU (R6N) FULL COURSE 1) j5 FMAR FOR li L nas 1/ Y f • (2jj +5 REM FOR It UNMS CR40 or CR60 SAFE LOADS FOR 4" SOLID LINTELS r_ 4AvM GRAVITY TYPE LENGTH 4S8 Y- 6' (421 PRECAST 1180 4'- 0- (481 PRECAST 959 4' 4' (547 PRECAST 769 5'- 10'(701 PRECAST 460 6' 4' (78' PRECAST 360 7'- 6- (901 PRECAST 260 8'- 4' (1121 PRECAST 156 10'-• 6'(126) PRECAST 116 12U8 4w> n+40-- UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42' PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- 6' (541 PRECAST 529 258 5'- 16'(70' PRECAST 407 148 6'- 6' (78r) PRECAST See 118 7'- 6' (901 PRECAST 280 67 9'- 4' (1121 PRECAST 187 55 10'- 6'(1261 PRECAST 152 Q 12F8 12F12 12F16 10) ILR ^ Rd Reid 14) $ Am OW added "bar to bo belled d Uo b$VAM Of Iho mW CN : •r; . ... I k; PROD= R111/4i8D 6U8 aoemnpllhtgaitb ld: F7orldt 6F8 6F12 6F18 1+": c' Y,• autwesAccep emxJeoZZ o821.1g swapan n n p roo oot amu / o traam of 1 • • • • y.. : ' 3:..._ •. thC=.''Ct ` f:i-t r o waUmmaNN." i JY'F.•1 1+;. 4•• :.'Y•'!;,c,t9 .., 12F16- 2B/2T .•c s-; li..::,:. 1, x4fire• ownOL• J W[m'! 61e . :. . /. 1 •T: •Y? ' .. Y••„w r! `• i aa ®la rr ums • - . rmfa• rdf RW7 .`S i .°1'S•.r :i v'•."A'«,..•;.. ' >.d'o .l•i i .`.'. 9 fiN . t. t • • - • e • ava 6 • i w :• ti; 1w •• ':' 12F28 12F24 12F20 f'; M0. N lsN m. _ : •, PROOUCrRQvrsiO m • ` , N coo to •• uem `. y •>'. ,• ^p • • 7dC - OWIQ I o N Oo [7odQa ooa a aeon TS TT/ /fj:` A tebonodoaO • • /al• •1• • • • GCRA r 1101•UL twbnl 6F32 6F28 6F24 6F20 'OdSS,pNAL G` 4 HSlSii1FCk 39584 By •dr o a.t Ay REVISOM d — CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES e 1 4 am .. r.ey ' Yi. r AF RUM OISOL•14 WAM M MW OM SWL 0.I1 v dIG1t!m1 6U6 3 1 CNEWO ff: 90 FAtIA L - I[e. R1 4016 04W8:I11. U1e11 SITU 1 OF 3 SAFE GRAVITY LOADS FOR S" PRECAST U-UNTELS Cw814 -6" SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 6U6 6F8-18 6FIZ-lB 6F16-I9 6F20-IB 6P24-1116F18-18 6F32-18 S-6' (421 PRECAST 2332 2675 3882 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 M92 50% 6148 7227 SM. 9357 4'-8' (541 PRECAST 1654 1887 3633 5050 5148 7227 8297 9357 5'-10'(701 PRECAST ' 1067 1260 2198 7 5734 7227 829769 6'-8' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6- (901 PRECAST 770 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 554 66D 1056 15M 2084 2795 3731 5017 10'-6'(126' PRECAST 5(A 566 895 1270 1706 2236 2M 3747 11'-4-(1301 PRECAST 457 513 805 1133 1507 1052 2492 3163 12'-T(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 645 895 1170 1485 1852 2285 14'-T(1631 PRECAST 351 392 505 835 1067 1373 1703 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS eno n- ooCf`ACT I LI IUTC1 Q 4,sv,40M SAFE LOAD PLF TYPE LENGTH 60 BF8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0- (401 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 131 276 58 11'-4'(13n PRECAST 139 311 49 12--O'(1441 PRECAST 131 277 1 44 IS-4'(160') PRECAST 117 223 35 14'-O'(168n PRECAST Ill 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 SEE GDfJX NOTE 18 IpmTI, g0 - SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS Cwsr4wmo SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH CYPE VS -IT 6F12-I1 6F16-17 6F20-IT V24-IT 6F28-1T 6F32-IT Y-6' (42' PRECAST 1412 2074 2715 3358 1 3991 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 Z084 2577 3069 3562 4055 5'-10'(701 PRECAST 931 1222 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437to 1777 2117 1 2457 2797 7'-6' (90') PRECAST 648 ix 863" 1249 154403 18400 21350 2431 114. 9'-4- (112-) PRECAST 573 571 980 m 125204 1492 1732 1172 10'-6-(1287 PRECAST 514 462(o 787 1121 1331,1551 1766 11'-4'(136j PRECAST 474 104 885 985 1213 1412 1645 If-O'(1441 PRECAST 451 367 619 888 1093 1299 1506 13'-4'(160') PRECAST 402 308 516 736 906 1076 14'-T(1681 PRECAST 366 to 285 475 677 832 9B9 A247Is17'-4'(2081 PRECAST 253 208 338 476 585 693 1) THE NUMBERS 91 PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, SEE GENERAL. NOTE NO. 4 PRODUCT RRVISFD c complying Qb dm FWda 8dw!"s Curie ra="eeno Z.V", liOa Dakeyc cr q. 4 a SW ihheeFkdda F aN.14 -'o3.e7 e4CRAIGPARRLNO6 • 6524 CFI 579 Cb - OiVA a•`•• SFFF *A FL 93584 nw1 FL P.EMNO.4475fi CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE COM 918 CM PAILi®Q F.C. - RG M 44M SAATE SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FOR2PRRECCASSTT [JAI D E ns SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4-M-44"I" SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TMPE 12U8 UT6-20 MIMS IN16- 12F01-28 11f24-28 12125-26 12FS7-26 S-6- (42' PRECAST 3428 5000 5836 7619 9352 11060 12755 14438 4'-0' (461 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (54' PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 11443q,j 6'-6' (701 PRECAST 13M 1966 2679 4196 6421 10032 12755 P-6' (901 PRECAST 1138 1628 2131 3218 4676 0756 9703 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4107 5593 0!4Z746 10'-8'(126') PRECAST 614 1043 1295 1853 2510 3323 4334 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 12'-O'(1441 PRECAST 455 878 1073 1513 2020 2617 3333 4206 13'-4'(1601 PRECAST 359 767 928 1284 1709 12186 2743 3409 14'-0-(168') PRECAST 321 720p 865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST NR 4513 631 581 11410, 1428p 1750 2102 19W (232) PRECAST MR 343 477 p 700 925 i152A 1380 1609 0. 4,4rr.C„M SA LOAD PLF LENGTH TYPE 12US 12FB RCMU S-e (42) PRECAST 1295 4841 393 4'-0' (48' PRECAST 1295 4841 299 4'-8' (34' PRECAST 1049 3922 2417 5-10'(701 PRECAST 681 2547 155 8'-6' M PRECAST 579 2167 12 7'-6' (901 PRECAST 474 1771 914 9'-4- (1In PRECAST 355 1326 5806 10'4'(1261 PRECAST 306 110 4544a 11'-/'(136) PRECAST 278 1041 38 17-O'(1441 PRECAST 260 971 34 13'-4'(1607 PRECAST 229 857 278 14'-O'(16n PRECAST 216 809 251 17'-4'(2W) PRESTRESSED N.R. 633 16 19'-4'(2321 PRESTRESSED N.R. 534 130, 1) K MAKM IN AMMM AM PF1 W RFDaCI MlS FOR - Z L {iLAQDR /RJ,C to wbc 40 MO AM R01% SEE GEMMA NOTE R0. 4 SAFE LITERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2' RECESS DOOR U-LINTELS 12' PRECAST w12' RECESS DOOR UUNTEL9 40L7440M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12R06 I2Pf6 IB 12FTI0- iH674- t2Bfl8- 17FS12- 1y626- IlpF 4'-4- (521 PRECAST 2538 2042 469 7564 9640 11669 13679 15679 4'-8' (54') PRECAST 2319 2740 5468 7584 9640 11669 13670 15PS 5'-8' (687 PRECAST 347 1841 35M 6395 9640 11669 13679 1567% 5'-IO'(701 PRECAST 1259 1758 3351 5954 W58 11669 13679 15679, 6'-8' (601 PRECAST 924 1 1430 2M 1 4415 4 1 1 14 7'-6' (901 PRECAST 703 1 1203 2157 13494 15259 7922 9623d 11 9'-8' (1161 PRECAST 389 1 843 114514 2157 1 3=4 4427 5417 8380 W THE NIRf W E4 FAImmIESS ME FUMM M U. M FM am 40 FM1D Mw RE11VL SEE aER m NOTE K 4 4'4' (521 PRECAST 4'-6', (541 PRECAST 5'-8' (681 PRECAST 5'-10'(70' PRECAST 6'-8' (801 PRECAST 7 -8' (2n PRECAST 9'-8' (116') PRECAST PROWACTRB UW1cn 1" onim SEE GENERAL NOTES - SHEET 1 OF 3 UMBER or 1CwsA4 mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1213-21 12F12-2112F16-2T IN20-2T WHAT 211202-21 Y-6- (421 PRECAST 2752 4287 5613 6938 0264 9589 10915 4'-0' (00 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(70r) PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (781 PRECAST 1444 2972 3675 4378 5081 5784 1-6' (90' PRECAST 12670 1767 2583,131114, 380609 4417 5028 9'-4- (112j PRECAST 1028 117 20064 2590 3007 3583 4079 10'-r(1261 PRECAST 920 947 1512J 2281 2764 3209 3653 11'-4 pb-5 PRECAST 858 01 829-14 1404 1982 2441 290203364 12'-T(1441 PRECAS1 81/ 753 1289 1788 2201 2618 3032 13'-4-(1601 PRECAST 678 633 1051 1485 1826 2169 2513 14'-0-(16(') PRECAST 6m 586 174 1365 1679 1993 2309 17'-4'(208' PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2321 PRECAST 3664 370,4 593 qj 617 10020J iI87p4 1372,4 1) WE PoORM M PARINKSIS ARE Wff MMM MA, WAK 40 R1D MM RE & SEE OFRIRA RON Na 4 SAFE UPLIFT LOADS FOR 12". PRECAST w! Y RECESS DOOR U-UNTELS C AW'tmm I SAFE LOAD - POUNDS PER LINEAR FOOT 4'-4- (521 PRECAST 1626 4'-6' (541 PRECAST 1558 3602 5'-8- (6n PRECAST 1210 t2M37462650 5'-10'(701 PRECAST 1173 2769 6'-S- (501 PRECAST 1020 2426 7'-e (901 PRECAST 904 M 1226 21 9r8' (1161 PRECAST 703 j 771 a 1472, IRRD06 N PARUIDIE56 ARE IERW REO MUS MR0RCDADDEDNMIR. SEE GORIAL NM $10, 4 PRODUCT REV1SW 0"O wiU, W, fludd0 A=Wst.No 090 c3 CR SnyO SEf m 335" EAieo n ' QNALE FL.P.E.9Di4 1510).1Yp1 MWCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES AME am mw-14 amn eD iwm Amw EtuE: Ox out, 312voll Covell CIASI NJfSD. /L - REQ RD. 4QS3 ORRd m U,f13 SM1 3 0 3 MIAMI-DADS I MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vnymmiamidade.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 tight to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7,1996, last revision dated ,tune 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of 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. Malcar, P.E., M.S. MIAM6DADE CNOA No. 17-0821.19 OUNTY Expiration Date: OS/21/2022 Cl / Z8 j / , 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 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 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 44 dated April 1996for 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 Certfied Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84 M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre-sh-essed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-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. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. 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-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 Alliami-Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory 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. X",6" Az elmy A. Malfir, 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 Janua y 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 of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 61 W , Cffeimy A. Maker, 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. 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.0. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09t28/2017 E-6 AST" RE i HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT REVISED . PIM=IttiewBo S eemelvim uilli tM florid.; Y tv101Fi ilwlCt 14 U09AFt STIRRUP Lj,DETAILS D U—LINTEL Y32 0 ARRUPS 571M„Q W r1.f tr l tliiieh:i•ir:Isli:'Ye::1 Tl--1c7 rr c mvc us=ivca;+r r>7c. CES Axa0GF/vemaue7ivEi3 F iriLl fior KAKZETMU ll AIC7iUL23I Iil Gcl fg iiA Ii-fi[:!!Lf i7Ef F/rr33:7 iCFi f1r:S7f[9[CiIGY 0' 11 -I.—M nATA TALI T , yr7j lll35:e1MN-.1©"ie lsi•TLl i' lT vlli 1/Y: `LTitf7Y'i•:1 l1 me n r nr;vlrinme aol CC.Y:'!VlY3::,1LG r7/. GG[iG ir:ic;+r.:rilrU:t 12f 1 1=FiCIrA lILLflILLM rL^1UtYi:1F i©atllMIA uar[r au W>teiurl• n;s.'^rr.r c a r:,e=;i s]CSi BSI eIT7 E3:J• L>ti:IJ1TfG v1Lr l'1Cd[AirJa rrC7 r C'ii GCSi[.T.3Il u ti:SJ T,9!!",i:1a` j'^/iL']i rri• Id. i• r NI •!• t0e... W. 42:M=Xl3UXMW Wpftcsr LWM ereli'OMMO CAGE FAe3w'Aimw_UMM • la F.tu tqm. m aYaers ltIt'r.CWIa a Se4 2o2t ,• ram et wfnim.ervO .CF n anew ueeEi IY7Ti:3i,7 ii9a yt_ t i; nI Ve 31-r 1. 1!lt U=F area; l/n We ANU Ail* A A ti tm1C UK Ior 131Ym OI emeeYa AM eS OUS NASA W MU NtF•1/1a Wa umm is [OWefe !IN Yo em Do cU&MOt .,CN LOw-e6AOM IIMPREM 10 Ole as Swt Rt am See cums mwo AstY Alta - ea Of SUAMM . s, Vol Da 1 conm et"Iffa l f.. "Go III Ns Wwmwmm CAC[ Wool lwma i arltttaa fsaalta0 t41ai1 1L ..wo Sol lei A11. Aar CAM a0 asag a a t U4 V*s. S. U ro w= or rets ePna m Mo7 ro cum of CUMUC M sa tt$M Al Un1 3. Oaus Isatnmf 10= - Wo . 11. of pgtn== U/RL XMMI ere CART V 37RVM reismaud IFsons uram Iwo Yuotem FMM 1!s 3 afAe 7 e 3'-!'` A 1 U 3 - a t a A e s -r 0 tae s 3 r- Zoo AMA e e s em FA EAjs • f PRODUCTerma) acemldllN uaRtN Plor4M 7•= mP uolli%a1a.y.ei6 OE9 'lug: CRAIfiCR5nU O`'• Rl ..I `ti!i A 24CR670 GVt• •' G\J &EERIER FL 1304 rgr ONgI,NAti R_P.EUGNO•MT5>i 3-0 s s REfAII A I I 3- a t: 0.110 emFAA1 ece 3-0 a 31 3-0 1;; eWlellW MuMImw a efomole FOR MOMT AMmYAI a n rwteam by tmr vw IAen Alm cum eE wamacm on ommolm arteour na rear wtla aatsarr a cur_c= M oa Ak A _ TlIG CAST—CRETE S" LINTEL FABRICATION DETAILS 111 IF SAFE LATERAL LOAD$ FOR 0ACC 120Atnry 1 n a n % Fns1 A- PRECAST 8 PRESTRESSED U.UNTELS A• 11A6eART A Pt3EA msm L1414TELS osp4gs ro' SAFE LOAO - POUNDS PER LINEAR FOOT TYPE LENGTH TYPE os-ae ant -a SF12-19 Items 61e-le ow-6 efio-u vise 614-111 R9416 6f1~Ie Wil-oe OU-19 3'4 (W) PRECAST 2231 m 3711 ales 1 a" 4 45012 1001 3069 46m 41U 7517 U74 AU4 AIM 4-0' (48 PRECAST 2sn ml 3120 am east 7034 flow 1697 aS e113 7$47 a74 I=+ 1150 4'-6' (54 PRECAST' tr 98 IOa 2110 2051 3753 451e 54W 1124 2109 4373 1113 7547 e672 10204 Ite09 5-4' (84 PRECAST 1211 We 14Je leaf We 3t23 Sae 420 was 3m0 5315 7s47 7344 6773 IOWM 5'-1G PRECAST7 i062 H03 1173 lea( 20I0 2349 3010 3M 4451 2e22 4350 a 716I nee T-6' (18') PRECASi g un 21 ml 3707 4J61 feet 123e 2t77 3Y0 53et M WsIp 7'-8' (90 PRECAST 743 all the 26R 2203 2fa 3191 3116 loll 17t1 gal Sea sal He7 an tfj 9'-4' (1127 PRECAST 99 Ira 162f 224 31a tote 3302 762 1245 160 2514 34(O 0319 Id-6•(12b'PREGI$i p3 SM 1247 2m3 27n 2103 2516 w IOR ism 1093 2761 M 17'-4'(1367 PRECAST 362 su 90 13a Me 24D sMU 4oa set 945 IM 1446 24fl 3121 40M It-e(144 PRECAST 337 so 373 1254 Ia4 2WJ 5 3SM e10 as 1254 Iae 2W 2I03 3552 13 -4' 1 PRET,ASTlin 296 471 1S5 1075 1426 16M 1316 2053 pl 763 1073 14U ISM 1310 28D W-4f (I On PRECAST 279 424 701 1002 13211 Ia7 2121 2AR 441 701 1002 13H 107 2127 2Q0 14'-8' 17 PRESTRESSED FUL wl Aa 11A NA 24 IW N1 431 7e3 13)0 10m 221! 917 2712 15--e(184 PRE7 NR We lu N0 ql1 412 710 Inc 1733 M 2J20 iHIJ 17'-4' (2091 PRESTRESSED NR N0 Iol 300 5; si0 op0 I32e32 Ia9 IeN 02e6 19'-4(232' PRESTRESSED N.R. MR MR MR MR HR 235 4m 750 toa IM 1SIS 171f 21'-4'(256) PRESTRESSED NA 100 7 i0 5" 40 1 H US 1443 22'-O'(264')PR6TRESSm E1N. pt N0 Ne Mt we NR Im 31e s3o 704 II10t7 12" 13" 24'-O'(288') PRESTRISSED NR RR NI 12IP 0130 45fil150 W4 061 1072 21223 iAstr Aase SA p lw TYPE LENM 8U8 I 8F3 RCMU 3'-6' (421' PRECAST 1025 1024 1598 4'-0' (461 PRECAST 765 763 1309 4'-6' (541 PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 5'-10-(7n PRECAST 340 339 016 6'-6' (781 PRECAST 507 721 490 7-6' (W) PRECAST 424 634 363 9'-4' (1121 PRECW 326 • 512 1 230 10'-e(126) PRECAST 284 401 1 ISO 11'-4!(136') PRECAST 260 457 154 12'-0'(144') PRECAST 244 402 137 13'-4' (160) PRECAST 217 324 110 14'-0' (1661 PRECAST 205 293 100 14'-8`(176j PRESTRESMD N.R. 2$4 91 IV-4'(lee) PRESTRESSED N.R. 259 83 17'-4'(20B } PRESTRESSED N.R. 194 64 19'4'(23n PRESTRESSED N.R 148 52 2l'-4'(2%1 PRES STEW N.R. 125 42 2r-0' (2641 PRESTRE M N.R. lie ao 24'-0' (2887 PRESTRESSED N-R. 91 33 CA= I tol lgrr I Anne FAR R- PRECAST a PRESTRESSED U.LWTEL$ 448-Raw SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH vi-a ere-17 a IT sia-a IFlr1r f%b21 ef20-rr 910-a GM -IT f Z+4T U23-1T dM-V W3Z-IT SM-lr 3'-0' 4( PRECASC 1a9 Less 4 4394 6263 st32 rose ISO 280 3W 4394 s261 4132 7001 4'-0P (481 PRECIAST tau um 3030 7els GM 60A9 13e3 230! Jose 3515 an s12s ale 4!-4' (64') PRECAST 12W 2010 2M 3 4043 4711 03M 12a7 2040 2707 MX 4041 4711 WM 5'-4 (64') PRECAiT toll 1715mi MGM 2113e M" 33$1 4522 tole I71s I we 1 tam 3m 3gsi 4322 5-,a'(707 PRECAST 2513 3107 4133 tj too W I 20W 1 2s13 3107 39ZO 1 4133 d-B' (76 PREFAST a NW 1 2321 Jilt 371 ea 1407 1 me I I= into am 1 3712 Y-6' (onPRELI1T M7 1 I424 M M 322A 727 1224 1 IM4 1 HIS 2420 te27 1 32M 9'- (112 PRECAST 70e MO W4 1616 M I590 I59I an 1 131e 1 ISO I I16! I 2m I me d-'(1211' PRS'ASi SO We ale lip N11 au lift 6m as 1 130081 Ion d 17N ad ion 1 2346 11''(1367 PRECAST 414 000 1037 17 1513 I7Wfr s1 E07 1042 1372 t143 tom 2107 1r-o' 144q PREu1sT1 479 4m MA Its It M Ism 470 See 910 IJm 1560 161 2015 13'-4' 180.1 F'kEGASi 410 Jai a7 le! 9N IIQ 1327 42e • 400 7a It5e ie I 1607 MR 14'-o'(16B PRECAS7 j94 3se sea M4 Tee lost 12m 410 423 717 1663 183a Ise: 100 iC-d'(l761 PRESTRESSED 239 M'W$71 ens 97e 113t 246 395 1 a3 d 960 130 Isle 1734 P WZM 313 as IV 7a flt IvAfd 230 341 1 010 ld ore a Mortal 14600 I 1 17'-e(2%j PRESRIE.SSEU 10 20 306 f06 74 1 1271 f 7J 9'-4' (232') PRESiRESSED 162 221 Me 447 47 7Q Ia 403 429 eA andl 141.4 1059 1217 21'-4'(25n PRESTRESSED lu 201 JOY 3as eD ea 66.E 142 232 3u 537 MI 106 lore 2r-0' (264' PttF.STRESSFD UT 197001We 71 lez at 670 137 223 3e 313 9a eu ai 24'-O'(2887 PRESTRESSED 114 I70 267 342 16 492 eel 1211 202 319 4" ore e7e 1) THE NU618ERS IN PARENSIFSTS ARE PERL'Et4T REDUCIlONS FOR GRADE 40 FIELD ADDED REBAR, SEE CENBTAt. NOTE NO. 4 ON SEEP 3 OF 1 PI1000CrREiVISED 0 oomoyW6 ehh the Florida Duttd'algCode AaccIstn,e No i 22 CY SEE CI?1fT1Al NOTE K 18 ON SHEET 3 OF 3. U1) 0 r PRG4(:CTtt134EWE0 PADDUCTga,ypgj .` ascw5gyinWNh01o?imidl I"13'iKIn1h01/17r.ytm J cis C4 OZ27.1$' om ul's•037 By N• NERAL NOTES - SHEET 3 OF 3 e N 9ER OF mlC w - Intro AIR Y[ ILMI fmuvk,11Wv.l IVn u— — CEFIERAL 11bTE NO. 4 ON SHEET 3 OF 3. 17WOUI.TItAV16UD lam tA16ol7oN6a Ggsmlb9AAtA u _ ° 4° °L TE .CRAI9PARTGEIO 4 j r` 69Y4CR679 R. 0 S FFKR... F4A 76B h• 111111t` f— CRETE 8" LINTEL FABRICATION DETAILS tI ewattm =w331010.m-atomm.4A31 = =WSW ceee r_cAvrtv 1 nano FAR W1 PRECASTw72" RECESS DbUR U.LINTELS 1.4 T416'a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Eill6 M$4slue -le elFl omm-te MFI WN-I 6=e- 0I Iwo -is 6rrn-49 ma -le 0M wu- 4'-4' PRECAST7 1635 INI 3359 32M 4310 0403 7667 1691 3691 52W Mg 9479 1W93 4'-6' S4 PRFTiAST 1494 150e 3013 2992 3969 SM GM 175e imp S m e631 471 low 5'-8' (68' PRECAST 6 17r0 1719 2277 3402 3960 1107 24e1 4567 63a9 7117 9311 5'-10"(70') PRECAST 810 on 16M 1600 2124 3174 fl00 1113 2311 4242 Mt7 VO4 PRECAST 797 9D1 IQ7S 3120 5046 1/16 73509613120am1479 1PRECASTg 7a 1490 24" 3776 7239 6ev755142024593776 I90' (116' PRECAST 11 09f 150 2133 4931 31446nelf19349D5691 SAFELATERALLOADIRFOR i• vaerear • vcrasa noon ua INTRI C am. SAFELOAD LENGTH TYPE 6RU8 SRF6 R CMU 4'4t (52' PRECAST 756 757 1164 4'-e (541 MAST 694 693 1073 5'-6' (651 PRECAST 408 407 665 V-10'(701 PRECAST 382 381 616 6'-e (60r) PRECAST 595 788 464 T'-6' (up) PRECAST 509 674 1 363 9'-8' (1161 PRECAST 370 49O 214 1) THE NUNBEFS N PARQRHE:46 ARE PERCENT REDUCTIONS FOR GRADE 40 b SEE CETGERN. NOTE 18 HU ADDED REBAR SEE CQERAL NOTE NO. 4GEIIEM Q ly vend WaaO Y..} mla4t d IM •nb b emeJoby1pOrd h a' i41d - 4000 rd p• d bl • 1000 pi 1'• ad Osi g4rgaMgent/ wL. (µfd0 .01 ••e nI a)1m aYtr aka d kkk lades' !a ededr ewwd. lmma i SM b» AuNYOddem .pi'el r •eadnw 1d14 bTe C-M i dW •prmd ft-r* daeW - I tea 0repmn• dreea6 Asalao 464a 411 Od d 0 pt4ebbl** .d tit 2 m0hdldiVrd6 Ik e6eY1 •pdfm• dead p AWI MI. 4MA 770 M tdrlL t A76t 4 Ijp N r 6 r6dd p0drNA f1w _ 4 t IA 2) N •d. bad ybyyue bud a aidrm• 410c1 armed h[+a "I Me6i_ t• 0opl r 616t11 N 1 W be and bw IQ rw • FJd bob at 4boon m .d. low Dam nod bw bdOttl sham 6 11 IN fa fdd W10• at Caab be ab Imo ban ad bred k%M don. 3) Mi6 bd 4totlar bw ad kd jdrh 17) Sd• Imb a. apaU4ad AM* Wa. Q Tk. wW0m 'mzftaiarbA2-slnp0fr laced MIeOa fw IQ SNa bob Mad a nwwdbdwp Wd 16,1ugAn nr0 aSW Allms 1yi I, vL a n8efw NT2 6501 p wiade mmne' id.pRV) aw •+ 4trl Sw efdA 1dea'. a0 Q A NO sad w 4sd P-4' W *Cf me.b ' l3mtt:lm h.d=, yUn6 d ?I000UCT 1fEI+EWFD 104nm SIA10D60111w eW FIeeM faLl+VmeaapiyBuaft bda the Fhrile Q 9m am 6Lb o reiflei AowVwK -07,2 .10 ISOOpri 7) ar 11,7 t bbw my b. d WkW for ba 13 rob= f...% 1)4bhwdwtail a d:d •ml Ieelb rle m wdrlmd,md DY SEE WE UWA LORE Q 4 p wlmW •m t" br6 4nra w 4.414w soya/ b7 gLjLmmMmawtndritesd +- " eaa mm y I :; TAMS FOR I WO RIOM FOR GRCEO C 11 lukd. fait CM11tSE PROM 14) 67t - od add new 10 911100 14y •Gees r4ty to M bow d tb boom of W bm e.4 1/2• CLR Rip 04 t`.. • OR4015 orl1R R BWK B? i SAFE UPLIFT LOADS FOR 8" PRECAST W12" RECESS DOOR U-LINTELS a1 r a419e SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Wo- tt IM" 10- 1 6I6, 0- 11 ern4- 21 SRFIS- 11-11 MIS- 2 fV22-V MF7e- I MFU- st Ma- fl GWJg- 21 4a (•" ' / PRIr1151 120 23R 3058 3751 4445 6140 Poe I= 23R Jose m1 4415 5146 4,- ( u 667 1604 2172 2939 J6a7 4275 U43 e07 1404 Un 2139 3607 4273 4143 5 - 6' (68') PRECAST vs 1 IM2328 2654 33R 3911 675 IM IM 2316 2684 3362 Ull 5'- 10'(70' PREM 655 IWIV 174W 2259 W V73 MU 27M 656 1237 1746 2M I 27n 6 2709 1i- B' (e0' PRECAST 570 MR 1 e11 3S2f SA 1010 IMD 679 9 7'- 6' (90' PRECAST 96 742 1364 07 2167 606 698 1344 4fl?6-32166567 2168 116 PRECAST 39$ 461 014 2180395 5e01072016If) THE NUMBERS N PAREUKESI5 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RLSAR. SEE GD E K NOTE NO. 4 TYPE DESIGN6AA71014 y FF Al F 10114Y OF lLtt0. BF16- 1 B/IT 1 » Gran 9D10 j J Lei 4 It ml mm I Ie Af lf9 . V Rw o Al w I - IN am Tm GARII13 Amalooma Arad tow PRODuernvi Ir IL1t62I, FreDra N 4r 00m0lybtg wiUt the 646D F7ami0: m" ( 2NGWt0) , • EN' O'•. ewtdiiO4bdo 19 faaoucfdrsovuW ftdOtlE•Plmjee044doLtoa06`"O1dWi* C1eJaeNmrn4Flemn. At"mm U-6 NsI 4 862Y4 CR • 4A, p. • R" nti \S &WER.R 93584 ern >la:r. m: er ltrt l: % r•1ra.1. 1L:111ukbiIa: cic;er tisr r: ..,.. 1/:a`[rl gy-rll•lav .j /['?;C`iy r 1 ril 11 T •i HlC I7f; 1 CAST—CRETE 8" LINTEL FABRICATION DETAILS AiOCIfY '-' am:12: A3: uv lv n; iY Y4r Lt QLQ3 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: 3926 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0900 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: FEW 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) OFF G IA US O Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain [:]floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1089 Reviewed by: Michael Cash, CFM Date: March 1, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncludingRight-of-Way Use & F O1 D Landscapingin i n Right -of -Way Y 1877p 9 www. sanfordn gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right -of -*ay. All requested information below as well as a current survey, site plan or plat clearly identifying the iroo.,mbetow size and location of the existing right-of-way and use shall be provided or application could be delayed. Calleetomyw44 1. Project Location/Address: aq to l..s W, Lane,, r`X-e,d ry Lr 2. Proposed Activity: Q Driveway 0 Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted by: Properly ow o Signature: PrintName: 1 kC=1-,P Address: 1064 dree-RWood BlvdSuite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.man9e1®star1V*wmes.c0m Date: • ala' L O Maintenance Responsibilitieslindemnifrcation 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 installationtimprovement 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 permmittee 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 Requestors 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 re a understand the above statement and by signing this application I agree to its terms. Signature: Date: a+ _XL, ' 1 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: I — l to IL Date: Use REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: al - Project Name: tJ.)t.,arr, Prea,er e Project Address: 39a4 1_-.04.- L4ne. 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 AIHJ). 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. rrNicw G:r Print a ner/Tenant Signat a ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Printa Gen. Contractor Signatu a of Gen. Contractor CGC1522347 Gen. Contractor License # cots &5ier6-Wk Print Name of El. Contractor ignature of PI. Contra for ETI- 0003101196 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / Rev. 02110/15) LUMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1-1S -1 SS 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): t9' The specific permit and application for work located at: 39 a to I...o6•1 Lftf . _ ZSci nir&A . I=%-- 3Q, Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The for oing instrument was acknowledged before me this I r' day of n rfq200byRobertWilletswhoisopersonallyknown to me or o who has produced as identification and who did (did not) take an oath. Notary SeNlyne Mangel NOTARY pUBLIC STPTE OF FLORIDAIComm# GG113111 s/NCE 19Expires 6/21/2021 Rev. 08.12) r" 2 C CQr Qe—) Print or tWe name kj Notary Public - State of Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Fonnboard 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 K Yl•l^,yl S4 4:ELEC+ RICfA L t31N-.:i!fN! PERMIT;, i:... :•yr y r . .... ...v.. y... . 1'. y'Kn'e. L . s.':;.,t••:.,..:. ..R ys,; .a c;::?; :f,.r•'<.4c3i ti: }."^ 2 :c':i;.^:s :sii.:+u:; "^'5?i Yr:,v:`.•r'.ra I:.in.r Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough ; 1000 Electric Final t i t Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 7^t•-btyy(,vv y+ >7ay 'Vn)ry a1.'L' CIi NICA L PF1R_ M_ I?I_:ni_ .i:_- fifily y tnr•' a• `:ir .E,3t..,-!_•:•t[r t j.,:'•1^ii4P'..-iCyf^'S"' '1 i'. "?i.'.•ly' % 'i•: , :;:_r„ .1'. i•1?_!.Fv-L' '..', K::.e.rV . BCu .x._ _1:1,r:!}iZ:1..• .. i. `L c '-.e i..l.nr Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final I t t I I REVISED: June 2014 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000213 BUILDING PERMIT NUMBER: 18-10000213 DATE: March 09, 2018 UNIT ADDRESS: LOON LANE 3926 LOT 90 17-20-31-502-0000-0900 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: 3926 LOON /LSANEE FR / LOT 90 / WYNDHAM PRESERVE-------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Fa ily N/A Housing 00 1.000 dwl unit 00 FIRE RESLIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00SCHOOLS Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER 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 THAN CERTIFICATE OF OCCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESEET THEOFRULESEGOVERNINGSAPPEALS MFTHE AY PPICKEDEUP, ORENT CODE. 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 TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE I CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: 1 ii - l v Documented Construction Value: S Job Address: .392(,o L00c) C.0-4-' - Residential [3 Commercial Alteration Repair Demo Change of Use Move Parcel ID• Type of Work: New ©' Addition Description of Work: c car+ b " n 6-ci z5 fie Historic District: Yes No Plan Review Contact Person: Pl • 5 e - b b t s-+" - Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name R d IC-el (J(Ir i,c Phone: Street: q -jo l a , -4., Fax: 40 - Z L(O - cry- Yi& City, State Zip• Or4c ,I,- State License No.: CF-C UZG 3 y 2- Architect/Engineer Information Name: Phone: Street: Fag: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC UR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 1F 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 installatior has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constru ion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Applrcauon NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may The found in the public records of this county, and there may be additional permits required from other governmental entities such as w er 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 requi ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit A. 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of OHncr/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date 12 c1 cl K4 LI I'7 Print Contractor/ Signature of Notary -State of Florida Date SAY rMASSION I FF 12W. F EXPIRES: Augus 25, 201a 8agea Tl al NOW Pub tbdww rite Contractor/Agent is Pe - Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I 9701 Bachman Road Established 1973 9507 Stale Road 52 123 Miter Road / E2 Orlando. FL 32824 www.RXielly.com Hudson, FL 34669 Valrico, FL 33594 " / "^• 407-855-2636 State License # CF-0O2031 727-863-5486 813-661-0707 Page:10F R.J. KiELTY PLUMBING • HEATING -COOLING Proposal Date: 712612017 Proposal No: 717-13532 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suile 124 Model: Hawking - 1769 Lake Mary FL 32746 $5,925.00 We Proposeherebytofurnishmaterialandlabor - complete In accordance with specifications below for the Sum of: Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days frolm aspecifications bolo to v involving extrad. All work os is willbee be completed ed only uln a pon wnuenorders, and will becomman like manner e an extra to cf argepracover and Any bove the estimatealteration or . All agreements contingent upon strikes, accidents beyond our control. Owner to arty Are toms, a necessary insurance. Our workers are d covered by worker' s compensation Ins ura AUTHORIZED 51GNAlURE: THIS PROPO L MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA' We hereby submit specific ons and estimates for. Master Bath 60x38 Base 72270100 White With Walls And Moen Chateau TLt82 Chrome Valve t Shower starting Accord Gerber Maxwell 21- 912 1.28 White Elongated 1 Toilet ByBuilderWith Moen Chateau 64925 Chrome Faucet 1 Lev I2ndBoth Sterling Accord 60x30 71140120 White With WallsAnd Moen Chateau TL783 Chrome Valve 1 Tub GerberMaxwell21- 912 1.28 White Elongated t Toilet ByBuilderWith Moen Chateau 64925 Chrome Faucet 1 Lev Kitchen1Sink By Builder t Faucet Moen Integra 67316 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfill'Ing Included For Sewer &Wafer Only (Slab Back811ing By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional Si per foot 40' Water Allowance; Additional $3 par foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713,37. Acceptance of Proposal - Thr above prices, specificationsandconditionsaresatisfactoryandherebyaccepted. You are authorized to do the work as specified. Payment will be made days. outlined aY o red deeper ve. Iagree to pay ea^D4bl teat attorneys tOes i os court acosts In the a event o lega a l extra charge. monthly service charge of 1 1/2% will be added after or SIGNED: DATE OF ACCEPTANCE & PAGE 2:. Branch: Hudson Last Edit By: Last Edit Date: 7127/2017 CITY OF Skl4FORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 4344.00 Job Address: 3926 Loon Ln Historic District: YesE]NoD Parcel ID: 17-20-31-502-0000-0900 Residential Commercial Type of Work: NewFV Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC New construction equipment with duct work. Plan Review Contact Person: Connie Kulp Title: Exec Admin Phone: 407-886-3729 Fax: 407-781-1654 Email: connie@energyair.com Property Owner Information Name Starlight Homes / AWH Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air, Inc / Robert C. Kulp Phone: 407-886-3729 Street: 5401 Energy Air Court Fax: 407-781-1654 City, State Zip. Name: Street: City, St, Zip: _ Orlando, FL 32810 State License No.: CAC1816317 Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"Edition (2017) Florida Building Code Revised: January I, 201E 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 z ning. Signature of Owner/Agent Date Signet a of Contractor/Agent a e Print Owner/Agent's Namc Print onlractor/Agent's Name U" J Signature of Notary -State or Florida Date Signatur o -State of Florida Date Notary Pi tate or FloridaConnieulp• , P My Comn GG 145608opExpvea1 Owner/Agent is Personally Known to Me or Contractor/Agent is Persona y n n to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application WORK ORDER Date: 1/25/2018 Job #: 34655 Subdivision Phase Bld L/U I Blk 145949 Starlight Homes - AWH Lot /Sub: W ndham Preserve 090 BILL T0: 1064 Greenwood Blvd Ste 124 Job Address: 3926 Loon Ln FL 32773ADDRESS: CITY/STATE/ZIP: Lake Ma FL 32746 City /State /Zip Sanford 1769 SModel/Bld : Equipment Brand: Carrier 14 Seer Heat Pum R-412 a Order Taken By: A/H-1 or Furnace F64CNP030L00 Furnace Job Contact: Heater or Coil CE2401 C05 Heater or Coil Job Phone: CU-1 CEI14N603000G Date Requested: T'Stat: TH6220D10OZ T'St : Date Required: Filter Base N/A Filter BaseFilter AHU Location 1 st A Int Closet AHU Location Permit Information: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-4 or Furnace MUST BE ACCURATE AND COMPLETE: Heater Heater or Coil Heater or Coil CU-4 Bldg, Permit# CU-3 T'Stat: Township: T'Stat: Filter Base Filter BaseFilter AHU Location AHU Location Efficient Incl. on Builders Permit: Efficient Zoning Brand: Hone well/Johnstone Damper Y8150A1017 Qty EAI Pulls Permit: Zone Kit #1 ZD1t Builder calls inspection: ZD2 EAI calls inspection: Zone Kit ZD3 sThermostats ZD4 Ventilation Cost: 319Transformer01 ZD5 Surge Protector ZD6ByPassDamper #1 ZD7BPassDamer #2 No Qty. Yes No Qty Yes X Grs.Stamped So. 12 X Flue Pipe: X Grs.Stamped Returns 6 XX Filter Base Mery 8 Filter X Grs. S/A A X Elect. Air CI. XluGrs. R/A White AlumR/A 1 X Conc. Slab: X Kit. Hood Duct: X Heat Recovery: X Kit. Down Draft Duct: X Air: 1 X fan 80 cfm BFQ80 2LNumbersfanliteBFQF70 XFresh Bath Exh. Duct: X D er Vent: 1 X Or Comments: Task - Description 03-Fabrication Labor 04-Installation Labor 06-Piping Labor 14-Kitchen Vent Trim 02-Material/Tax 01-Equipment/Tax 09-Permit/Other 011-Delivery Labor 20-Pull Material Labor 12-Startup Labor Estimated Hours 1.54 21.33 Estimated Cost 19. 319. 1,048.61 1,339.77 86.00 1.17 14.77 2.34 29.55 0 i CITY OF SkNFORD Building & Fire Prevention Division PERMIT APPLICATION TFlllrir:l',rtr sl Application No: Documented Construction Value: $ 51,000 Job Address: 3926 Loon Lane Historic District: Yes[]No D Parcel ID: 17-20-31-502-0000-0900 Residential a Commercial Type of Work: Nevi AdditionD 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: 407-630-0119 Fax: Email: 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 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.. EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with.all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -Stott of Florida Date Mai, Signature of Contrector/Agent ate ro.naonliftblbbS Print Contractor/Agent's Name a 9 • Wjjffi, w5jiv Signature of No ofFloride ere ,yS p M13 Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January 1, 2019' Permit Application i CITY OF Building & Fire Prevention DivisionS,;NFORD PERMIT APPLICATION Fehr: Application No: Documented Construction Value: S 51,000 Job Address: 3926 Loon Lane Historic District: Yes[]No Parcel ID: 17-20-31-502-0000-0900 Residential D Commercials Type of Work: New I AdditionD Alteration Repair Demo Change of Usc Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone:407-630-0119 Fax: Email•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 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, state zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail- Bonding Company: n/a Mortgage Lender: n/a 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 roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the dale of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 1, 2019 Permit Application rA 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 siioature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID U S / ---- Signature of Controctor/Agent ate, 9", §%'\ A?—" \71< b ralnCX on Ci bbs Print Contractor/Agent's Namc 3 Fg ate ri4Signature*No Florida g & Contractor/Agent is X 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: Mn. Occupancy Load: # of Stories: New Construction. Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January 1, 2018 - Permit Application