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3935 Saltmarsh Lp 18-908COUNTY OF SEMINOLE / g fIMPACTFEESTATEMENT / STATEMENT NUMBER: 18100001 DATE: February 16, 2018BUILDINGAPPLICATION #: 18-10000124 BUILDING PERMIT NUMBER: 18-10000124 UNIT ADDRESS: SALTMARSH LOOP 3935 17-20-31-502-0000-1760 TRAFFIC ZONE-022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 176 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE ---------------DIST-----SCHED------RATE------UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A FIREnRESCUE ily Housing .00 1.000 dwl unit .00 LIBRARY CO -WIDE ORD .00 SCSpinnpZle Family HousinIDE ORD 54.00 1.000 dwl unit 54.00SCO: PARS KSgle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE \ SEMINOLE COUNTY ROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, \vTOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREVESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERT CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND f)EVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE- 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 ECYOBIIYEITOBEEORPNLFOOFDHIETHOUNNT TULDNGPRMNUMRATTHETOETTSSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida, Department of Business and Professional Regulation - Residential Performance Method.. . Project Name: Lot 176 - 1605 TL Builder Name: Starlight Homes Street: 3935 Saltmarsh Loop State, Zip: Sanford, FL 32773 Permit Office: S in to CountyCity, Permit Number. 8 - 9 0 8Owner: zh-mte+ Htyr% Jurisdiction:GGt QAAreaDesignLocation: FL, Sanford County:: Seminole lorida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2222.5 sgft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1026.60 ft' b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 353.13 ft° 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (987.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 987.00 ft 6. Conditioned Floor area above grade (ft') 1605 b. N/A R= ft' Conditioned floor area below grade (ft") 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(132.3 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 321 a. U-Factor: Dbl, U=0.34 132.27 ft' SHGC: SHGC=0.26 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (987.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 652.00 ft' b. Conservation features b. Floor over Garage R=19.0 335.00 ft2 None c. WA R= ft' 15. Credits None Glass/Floor Area: 0.082 Total Proposed Modified Loads: 49.76 PASSTotalBaselineLoads: 52.78 1 hereby certify that the plans and specifications covered by Review of the plans and vlE STgr this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance via .• _ ;0 O PREPARYD - a with the Florida Energy Code. Before construction is completed u„,• fDATE: I this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy ode. 00 H/L•'C4 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: • L Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/19/2018 3:32 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R40512017 PROJECT Title: Lot 176 - 1605 TL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: , 1605' '-"-- ' Lot #- •' • — 176 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3935 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1605 13782.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 652 6063.6 Yes 4 0 1 Yes Yes Yes 2 Floor 2 953 7719.3 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab On -Grade Edge Insulatio Floor 1 89.5 ft 0 652 R' 0 , 0 1 2 Floor over Garage Floor 2 ---- -_-_ 335 R' 19 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1104 R' 0 R' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 987 R' N N 1/19/2018 3:32 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405=2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor-2 30 • Blown - 987•ft' 0.1 Wood ' WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below A nrne ro Nall Type R-%/aluP Ft In Ft In Area-R-Value Ftacd n Ahgnc_GradeY,- 1 W Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 ft' 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 18 9 9 5 176.6 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 35 6 8 1 287.0 ft' 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 35 6 9 5 334.3 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 37 6 9 5 353.1 W 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 S Wood Floor 1 None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 3 None Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 8 Vinyl Low-E Double Yes 0.34 0.26 N 19.3 ft' 1 ft 0 in 11 ft 0 in None None 4 N 8 None Low-E Double Yes 0.34 0.26 N 8.0 ft' 1 ft 0 in 11 ft 0 in None None 5 N 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 406 ft' 406 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1608 88.28 166.02 3433 7 1/19/2018 3:32 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405=2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/-. Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply -- V # Location R-Value Area Return -- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 321 ft' Floor 2 80.25 ft Prop. Leak Free Floor 2 cfm 48.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: N Coolin Jan Feb Mar Venting JXJJan j Feb Mar Ceiling Fans: A r May X Jun JXJ Jul ri AugnAprMayJunJulAug Se Sep X Oct Nov Oct Nov Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 PM 80 Cooling (WEH) AM 78 PM 80 Heating (WD) AM 65 PM 68 Heating (WEH) AM 65 PM 68 78 80 78 80 65 68 65 68 78 80 78 80 65 68 65 68 78 78 78 78 80 78 78 78 78 78 78 78 80 78 78 78 65 65 65 65 68 68 68 68 65 65 65 65 68 68 68 68 78 78 78 78 68 68 68 68 80 78 80 78 68 68 68 68 80 80 78 78 80 80 78 78 68 68 68 68 68 68 68 68 80 78 80 78 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Wafts HRV Heating System Run Time Cooling System Runtime Vent 38 0 0 1 - Electric Heat Pump 1 - Central Unit 1/19/2018 3:32 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 3935 Saltmarsh Loop, 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. Frame - Wood, Exterior R=13.0 1026.60 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 842.79 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 353.13 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 S. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 987.00 ft2 6. Conditioned floor area (ft2) 1605 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.34 132.27 ft2 11 •Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R ft' 6 321 SHGC: SHGC=0.26 b. U-Factor. N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 30.0 SEERA4.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.260 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 652.00 ft2 a. Electric EF: 0.95 b. Floor over Garage R=19.0 335.00 ft2 c. N/A R= ft2 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ) Builder Signature: /, Q Date: Q lip Address of New Home: 39 j s(L(, o City/FL Zip: f 0fHE S7,-43N WE 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. 1/19/2018 3:32 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 aO 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 176 - 1605 TL Builder Name: Starlight Homes Street: 3935 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffitypp9 /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 1 vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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 snrinkler cover plates and walls or ceel*nas- a. to addition, inspection of log walls shall be in accordance with the provisions of ICC400. 1/19/2018 3:32 PM EnergyGauge® USA - FlaRes2017 FBC 6lh Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 176 - 1605 TL Builder Name: Starlight Homes Street: 3935 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1605 sq.ft. Cond. Volume: 13783 cu ft. Envelope Leakage Test Results Regression Data: 103 n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0. (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors. if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the 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: 0V STg7 73 94 0tO 1/19/2018 3:32 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R40512017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION .. .. Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 176 - 1605 TL Builder Name: Starlight Homes Street: 3935 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1605 House Duct Total Conditioned Floor Area) System Leaka e Qn,out)` Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: vDxE ST D. a DD 1MEito 1/19/2018 3:32 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 IC Project Summary Job: Stafight-Wyndham wrightsofte Date: 611612017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct. Odando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyairedfn Web: www.eheig eirbom" For: Lot 176 - 1605 TL, Starlight Homes 3935 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14446 Btuh Structure 13543 Btuh Ducts 2243 Btuh Ducts 4007 Btuh Central vent (38 cfm) 1082 Btuh Central vent (38 cfm) 738 Btuh Outside air Outside air Humidification 0 Stuh Blower 0 Btuh Piping 0 Btuh Equipment load 17770 Btuh Use manufacturer's data y Rate/swin multipplier Equipmen load 1.00 18287 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2828 Btuh Ducts 831 Btuh Central vent (38 cfm) 1133 Btuh Heating Coolingg Outside air Area (ft' 1653 1653 Equipment latent load 4792 Btuh Volume (ft3) 14246 14246 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 23079 Btuh Equiv. AVF (cfm) 119 62 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 33 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-19 15:38:00 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02SU Page 1 Specific\Wyndham Preserve\Lot 176 - 1605 TL.rup Cale = MJ8 Front Door faces: N Manual S Compliance Report Job: Starlight -Wyndham wrightsoft• Date: 611612017 Entire House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyair.cam Web: mmw.energyalrcom For: Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Lot 176 - 1605 TL, Starlight Homes 3935 Saltmarsh Loop, Sanford, FL 32773 Sensible gain: 18287 Btuh Latent gain: 4792 Btuh Total gain: 23079 Btuh Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 899 cfm Sensible capacity: 20104 Btuh Latent capacity: 6015 Btuh Total capacity: 26119 Btuh Design Conditions Outdoor design DB: 44.2°F Indoor design DB: 70.0°F Model: CH14NB0300000A+FB4CNP030L 110% of load 126% of load 113% of load SHR: 77% Heat loss: 17770 Btuh Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 161 % of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 4.7 kW 90% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 77.8°F Entering coil WB: 64.1 OF Entering coil DB: 68.3°F Capacity balance: 33 OF Economic balance:-99 OF 2018-Jan•19 15:38:00 wrightsoft• Right-Sufte® Universal 2017 17.0.28 RSU02534 Page 1 ACCK ...Specific\Wyndham Preserve\lot 176 - 1605 TL.rup Cale = Ml8 Front Door faces: N wrightsoft• Duct System Summary Entire House Energy Air, Inc 6401 Energy Air, Ct. Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner®energyair.com Web: w&w.energyair.com For: Lot 176 - 1605 TL, Starlight Homes 3935 Saltmarsh Loop, Sanford, FL 32773 Job: Starlight - Wyndham Date: 6/16/2017 By: Plan: 1605 S Endeavour Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.156 in/100ft 0.156 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 180 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Lain c 995 18 51 0.254 5.0 Ox 0 VIFx 10.3 100.0 ba2 c 124 4 6 0.180 4.0 Ox0 VIFx 20.7 135.0 stl br2 c 1595 65 82 0.185 6.0 Ox 0 VIFx 16.7 135.0 SO bra c 1633 68 84 0.165 6.0 Ox 0 VIFx 30.1 140.0 stl toyer h 2656 143 73 0.163 7.0 Ox 0 VIFx 26.8 145.0 st4 hall C 1039 26 53 0.168 5.0 Ox 0 VIFx 27.1 140.0 stl kit -tam h 3611 195 179 0.162 8.0 Ox 0 VIFx 27.4 145.0 sty kit 4am-A h 3611 195 179 0.174 8.0 Ox 0 VIFx 20.9 140.0 sty m be c 322 15 17 0.260 4.0 Ox0 VIFx 7.8 100.0 m br c 1885 89 97 0.261 6.0 Ox0 VIFx 7.4 100.0 pdr h 213 11 8 0.156 4.0 Ox0 VIFx 29.8 150.0 st4 We h 779 42 38 0.271 4.0 Ox0 VIFx 8.2 95.0 WO h 164 9 8 0.180 4.0 Ox0 VIFx 20.8 135.0 stl wic3 c 457 19 23 0.172 4.0 Ox0 VIFx 27.8 135.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st5 Peak AVF 389 359 0.162 495 12.0 0 x 0 VinlFlx st3 stl Peak AVF 192 257 0.165 581 9.0 0 x 0 VinlFlx st4 Peak AVF 155 81 0.156 443 8.0 0 x 0 VinlFlx st2 st2 Peak AVF 155 81 0.156 443 8.0 0 x 0 VinlFlx st3 Peak AVF 389 359 0.162 495 12.0 0 x 0 VinlFlx Boldlitalic values have been manually overridden 2018-Jan-19 15:38:00 wrightSOft• Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACiCI\ ...Specific\Wyndham Preserve\Lot 176 - 1605 TL.rup Calc = W8 Front Door faces: N Name Grille Size (in) , Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx Right -Suite® Universal 2017 17.0.28 RSU02534wrightsoft• 44100, ...SpecificMW ndhem Preserve\Lot 176 - 1605 TL.rup Cale = IYUB Front Door faces: N 2018-Jan-19 15:38:00 Page 2 Job M Starlight - Wyndham Performed for: Lot 176 - 1605 TL 3935 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 vnrwenergyair.com GRenner@energyaircom C VTW Scale: 1/8" = 1'0" Page 1 IZghtSuite® Universal 2017 17.0.28 RSU02534 2018,1an-19 15:38:11 m Preserve\Lot 176 -1605 TL.rup Job #: Starlight - Wyndham Performed for: Lot 176 - 1605 TL 3935 Saltmarsh Loop Sanford, FL 32773 level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP VOkVTR 3E CFM Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 vmwenergyair.com GRenner@energyaircom Scale: 1 /8" = 1'0" Page 2 Right -Suite® Universal 2017 17.0.28 RSU02534 2018-Jan-19 15:38:11 m Preserve\Lot 176 - 1605 TL.rup RECORD COPY AA ! Lai a'1 • S a NPR ' • . ii ;. 1 C.` • J y I» O o o zm N m`o u ow a wnW O mao U O Cha) 000 C ?,Z O 0 in 0 0 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 176 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT - 4.400 SQ.FT. LIVING AREA- 625 SQ.FT. GARAGE = 406 SQ.FT. ENTRY = 24 SQ.FT. DRIVEWAY = 405 SQ.FT. PA110 100 SQ.FT. WALKWAY 48 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 36.8 S SOD = 2.783 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1.000 SQ.FT. APRON 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 0 SQ. DRIVEWAY - 519 SQ.FT. SIDEWALK - 248 SQ.FT. SOD = 2.909 SQ.FT. WYNDHAM PRESERVE - LOT 176 PLOT PLAN LOT 160 - I LOT 159 1 LOT 158 40.00' NORTH BOON, A Y Umr OF LOT f76 I t7"9 1 i1 m LOT 176 0 AREA = 1 4,400 S.F. t 10.0 07PAnoo PROPOSED LOT 175 2 STORY RESIDENC O i 3935 SALTMARSH O>, LOOP OO 00 1605 ENDEAVOUR ELEVATION - T GARAGE - LEFT FFE= 29.6 7.1 6.0; 20.7 M ORt 0' O LOT 177 16.0' r i i•) . ° v! d PROPOSE in a '' WALK 4M- - - - -- u7 40.0 S89 40'51 "W o. PROPOSED 5' • ' • CONC SIDEWALK ' rcr —rooi cqui menc r.srrEND:ADUSSD-Access/Drainage/Utirdies/SidewalkLB -Licensed usiness BFP-Backflow Preventer Distance Easement S -Survey PRM-Permanent Ref. Monument R Reported PCP -Permanent Control PointJ/ Sight D -Description FP&L-Florida Power & Light p -plat FFE -Finish Floor Elevation D.B. -Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B. -Plat Book Cr-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Bev. -Elevation RC04-Reclaimed Water Valve Cone. -Concrete 10-Cable Box BP -Brick Paver M -Telephone Box SW -Sidewalk E-Oectrlc Box FFE-Finished Floor Elevation 0-Utility Pole Cl -Curb Inlet Pole GTI-Grate Top Inlet Guy Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS-No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feet ENmo -Electric Handhole D.U.C.-Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK XYDG-Irrigation Control Valve P.K.-Parker Kolon Nail p -Sign SIR -Set 1 /2' Iron Rod L87768 WD4-Gate Water Valve SPKD -Set P.K. & Disk L07768 Gas Meter FIR -Found 1/2' Iron Rod L87768 rr.-Existing Grade FIP -Found 1 /2' Iron Pipe LB7768 a -Blow-oN Valve FPKD -Found P.K. Nail &Disk L87768 •-*_-Drainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM L87778 As -As Grad Note: Some items in above leaen may not be aoolicable P.C.IOrder LO' UTILITY EASEMENT (P CONC CURB SALTMARSH LOOPN pCp 50' RIGHT—OF—WAY pCp PRNATE ROAD) : M 555.98' S89-40.51-W CENTER UNE 3P 1 10 - q O15 ZONING D^,TE- BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying. Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for *WYNDHAM PRESERVE', City of Sanford Seminole County. Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE', City of Sanford Seminole County. Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verged) LZ,' Ut TLY w S Ole Permitting /a1:QLi) t, OF 4 W156 D. Le'viner: Y ' LS6915ORIDAPROFESSIONALSURVEYOR &MAPPER NO. .................. NOT VAUD WRHOUT THE SIGNATURE AND THE ORIGINAL Ok to construct single family home with setbacks and impervious area shown on plan. 3b-$'10 iMp W!5 Endeavor= CcL- PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'A' DESCRIPTION: LOT 176, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Windertey Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drown: JE Checked. JDL I P.C.: Data File:BrhsonEmt-Plat Date: 01 /23/18 Dwg: BtssmEad-tat90 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Feld Bk: RECORD COPY PALMEIVFW CELECTRIC Starlight Homes 1605 Endeavor LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(CN31- (41) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR ® 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @u 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS (NEC2014-220.82(BNII-(411 LIGHTING 1605 Sq Ft ©, 3VA/Sq. Ft 4.82 KVA Qry KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT o_ 9 O 8 5.00 KVA 5 STACK WASHER/DRYER v 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) \p1NG 1 1.2 DISHWASHER mJ O 1.20 KVA 1 0.8 DISPOSAL(l) 0.8 DISPOSAL(2) 50:zx" 0.80 KVA 7.2 RANGE/OVEN (1) DEPA 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 SOAMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.32 KVA IST 10 KVA (GENERAL LOADS) © 100% 10.00 KVA REMAINDER (GENERAL LOADS) ©, 40% 10.13 KVA SUB -TOTAL (GENERAL LOADSI (NEC 2014 - 220.82(Bll 20.13 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.13 KVA TOTAL DEMAND LOAD (NEC 2014- 220.82(Al1 30.51 KVA MINIMUM SERVICE SIZE 127.13 AMPS RECOMMENDED SERVICE SIZE 150 AA1PS Typical 150 Amp Electrical Diagram 150 Amp Meter Main 150 Amp Main 120V/240V Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode 1 8 - 9 0 8 N 0 N ING Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WPO176 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0176 Model: 1605 Tampa, FL 33610 4115 Lot/Block: 176 Subdivision: Wyndham Preserve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date 1 1 T13024064 1 A 1 G 1/22/18 12 1 T130240651 A2 11/22/18 13 I T130240661 A3 11/22/18 I 14 I T130240671 A4 11/22/18 I 15 I T130240681 A5 11/22/18 1 16 I T130240691 CA 11/22/18 1 17 IT130240701CJIA 11/22/18 1 18 IT 13024071 1 CJ3 11/22/18 19 I T13024072 I CJ5 11/22/18 I 110 I T13024073 I EJ7 11/22/18 ill I T130240741 HJ3 11/22/18 1 112 1 T13024075 I HJ7 11/22/18 1 113 1 T130240761 M1 11/22/18 1 LDWQ SANFORD O" pARI& a_9oa The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. C _, No 28 Z 1". STATE OF . QJ 0. 10 G^ ON A%S %%% Walter P. Rnn PE No.22839 Wait USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: January 22,2018 Finn, Walter I of I Job Truss Truss Type Qty Ply T13024064 W P0176 A 1 G Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 15:41:52 2018 Page 1 ID:KiiyNX6mvAVukxMbiix9kpz4RS4-2Osy_L0MKCh0o0JaOOZ7O70IKn80cmJpAnZaTazslxT 1.0.0 4.311 7* :2 11-8.9 16-3.7 21.00 238-5 28.0-0 2&0-Q 1.0 0 4.311 2.8.5 4-8.9 4.6.13 4-8-9 2-8 5 4.3 11 1-0 0 5.00 rl2 Sx8 = 2x4 II 3x8 = 4z6 = 4 18 19 S 20 21 6 22 23 7 Scale = 1:48.9 Sx8 = I „ 24 2S " 26 14 27 - 28 29 Sx8 = 2x4 11 3x4 = Sx8 = 4x10 MT20HS = 20 11 3x8 = 2x4 11 4.3.11 4-3.11 7.0.0 , 11.8.9 2S 4.8.9 16-3-7 4-6-13 21•0.0 4-8.9 za•n•a za--e 2.8-5 4-3-11 Plate Offsets (X,Y)- 12:0 2-S,Edgel, L4:0-5-4,0.2-4),[9 0-2-5 Edge) LOADING (Pat) SPACING- 2-0-0 CS1. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.34 13-15 >980 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.6413.15 >520 ISO MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO W B 0.80 Horz(CT) 0.18 9 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 141 lb FT=20% LUMBER - TOP CHORD 20 SP No.2 'Except' 4.7: 2x4 SP No.1 BOT CHORD 2x4 SP No. t WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4.9-5 oc bracing. REACTIONS. (lb/size) 2=210610-3-8.9=210610-3-8 Max Harz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 4682/1520, 3-4=-4540/1539, 4-5=-5410/1845, 5-6=-5410/1845, 6-7=-4243/1452, 7.8= 4540/1538, 8.9=-4681/1520 BOT CHORD 2-17- 1362/4240, 16.17=-1362/4240, 15.16=-1344/4205, 13-15=-1756/5409, 12-13=-1756/5409,11-12= 135014239,9.11=-1350/4239 WEBS 4-16=-90/586, 4-15=-482/1464, 5.15=-525/323, 6-13=0/384, 6-12=-1432/474, 7.12=•316/1297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=688, 9=688. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 206 lb up at 7-0-0. 111 lb down and 110 lb up at 9-0-12. 111 lb down and 110 lb up at 11-0-12. Ill lb down and 110 lb up at 13.0-12, 111 lb down and 110 lb up at 14-114, 111 lb down and 110 lb up at 16.114. and 111 lb down and 110 lb up at 18-11-4, and 210 lb down and 206 lb up at 21-0-0 on top chord, and 340 Ib down and 113lb up at 7.0.0. 85 lb down at 9-0.12. 85 lb down at 11.0-12, 85 lb down at 13.0-12. 85 lb down at 14-114. 85 lb down at 16-11.4, and 85 lb down at 18-114. and 340 lb down and 113 lb up at 20.11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Can GOU 904 Parka East Blvd. Tampa FL 33610 Oata: January 22,2018 Q WARNING . V&W dedgn paraniolem and READ NOTES ON rHe ANDWCLUDED NI EK REFERANCE PAGE Na•7477 rov. IQAYlOIS BEFORE USE Design vclld for use only vAm MgeW connectors. Orals design Is based only upon panametors drown, and Is for an Individual txldi g component not a tuns system. Soloro uso. the bLdkk p dosigrdx roust vodfy Ito al%xlcabllty of design patametors and propody ancorporoto IhIsdoslgn Inlo the ovosdl Bracing adlicated Is to bucldkV of IndNklual truss web and/or chord rnenkbers only. Additional temporary and pafmcaant txacing MiTek' bxlmngdesign. prevent It always recphed for sIdAly and to Ixovent collapse wllh possible porsoral"and progeny damage. For general gnldo nce roWdIrp the 6904 Parka East Shod. fabrlcatlmstorage. dollvery. erectlon and bioalrV of tames and tam systems. seoANSIMI I Quality Cdtado, OSS-69 and SCSI bullding Component Tampa. FL 33610 SafetyInfornmilonavcLableRomtamRatekutlnde. 218 N. lee Street. Sc/to 312, AlexancMa. VA 22114. Truss Truss Type Oty, Ply T13024064IJobWP0176AlGHipGirder21 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.I3o s Sep t s zoI t Mf I ex inousines, Inc. noon ,fan zz I o:a i:az zui a rage z I D:KfjyNX6mvAVukxMbjix9kpz4RS4.20sy_LOMKChOoOJaO027070IKn80crtlJpAnZaTazslxT LOAD CASE(S) Standard 1) Dead + Rool Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.7=-54, 7.10=-54, 2.9=-20 Concentrated Loads (Ib) Vert: 4=-163(F) 7— 163(F) 16=-340(F) 12=340(F) 18=-111(F) 19=-111(F) 20=-111(F) 21=-1I I(F) 22=-111(F) 23=-111(F) 24=-61(F) 25=-61(F) 26=-61(F) 27=-61(F) 28=-61(F) 29=-61(F) Q WARNWC - varfr7 dedtgn parenwtan and READ NOTES ON TMIS AND INCLUDEDWEK REFERANCE PACE MD. 7473 nay. I116212016 BEFORE USE Design vald fol use only vem Mnekf9 comectom TM doMM Is based only upon parameters sown. and fs lot an kxftAdtal IxdcR ng component. not a cuss system. Bofote use. to buldi ng drx*pxN must vedry the applicatAlry, of design pxaarnotors and ptolxnly trcogxxote Ihk design Into the overall txddhg design. Bracing Indicated Is to budding of Indrukhral truss web and/or chard members only. Adcli lonal temporary and pormonent tracing MiTek' prevent k always notched (of stalatilty and to prevent collapse wllh possSale porsonoi Injury and property damage. For general guidance tegadtng its 5904 Parke East Blvd. storage. W". eroction and bracing of husm and tons systems soeANSI/TPI I cftatity Crtieda, OSS49 and SCSI Building Component Tampa. FL 33610SafetyInformationavailablefromfrussRatetnstitute. 21a N. Lee Street. Suite 312. Alexanc0la VA 22314. Truss Truss Type City Ply T13024065IJobWPOI76A2Hip2t Job Reference (optional) Builders FirStSourCe, Tampa, Plant City, Florida 33566 a.13U s Sep 15 2d1 / MI1 ek industries, inn. Mon Jan 22 i5:41:53 20i6 rage i ID:KljyNX6mvAVukxMbjix9kpz4RS4-WbPKChP 4WpHOYumzk4NwLz81BV6LMAzOR18?OzslxS 1-0-0 SB-t 1 9 fro 14-0-0 19.0-0 22 3.5 26•a0 ft" u 1 •fro 58-11 3-3-5 Sao SO.0 3.3.5 S8-I 1 I AN Seale = 1:48.9 US = 3x4 = 496 4 5 6 3x8 = ,. ,.. 3x8 = 3x8 = 06 = 3x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2z4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 REACTIONS. (lb/slze) 2=1087/0-3-8, 8=1087/0.3-8 Max Horz 2=58(LC 12) Max Uplift 2=•278(LC 8), 8=-278(LC 9) CS1. OEFL. in Qoc) Vdefl L/d PLATES GRIP TC 0.60 Vert(LL)-0.1710.12 >999 240 MT20 244/190 BC 0.93 Vert(CT) •0.3710-12 >893 180 W B 0.25 Horz(CT) 0.09 8 n/a n/a Matrix-SH Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1424, 3.4=-1846/1198, 4-5=-1681/1139, 5.6=-1681/1139, 6.7=-1846/1198, 7-8=-2104/1425 BOT CHORD 2.12=-1240/1894, 10-12=-104311877, 8-10=-1146/1894 WEBS 3-12=-282/432, 4-12=-310/508, 5.12— 342J246, 5.10=-342/246, 6-10=-311/508, 7-10=-282/432 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCOL=3.0ps1; h=151h Cat. If: Exp C; Encl., GCpi-0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Extedor(2) 5-" to 29-0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplilt at joint(s) except Ql=1b) 2=278, 8=278. e lg Walter P. Finn PE No.2211139 MiTak USA, Inc. FL Cart OU 904 Parke East Blvd. Tampa FL 33810 One: January 22,2018 Q WARNwa . verily dadgn parometaraend READ NOTES ON THIS AND INCLUDED WIFEK REFERANCE PACE Ma<7479 rev. I&VIMIS BEFORE USE DesIM valkl for Use only with Mltek® Connr>Clas. Ms design 6 based only t4>on Ixstanetets shown. and Is for an Individual building component. not a truss system. Before use. Ito building designot must verify the aglpllcablily of dosign Ixwornolets and propotly I ncorWolo this doslgn Into Ina, ovotall Brochg Indicated Is to bxucatng Individual fruss web and/of chord members only. Additional ltemporary and permanent brocfrng M iTek' b>Udang design. prevent of Is dways toqulred (or st"fy and to Ixevent cdloixe with r>ossIble Isersorul k"y and property danago. ra generdl guidance regarding me 6904 Parka East Blvd. kaxlCallomstord>ge. dtel". etectlon and brcrkV of trusses and trust systems. seeANSI/IPI I Quality Critarls. DSB-a9 and BGSI Building Component Tampa. FL 33610 safetyIMormanonovaBd>le from muss Pk1te Ingfute. 218 N. Lee StroeL Sulle 312. Alexadtla. VA 22314. Job Truss Truss Type Oy Ply T13024066 WP0176 A3 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.130 s Sep 15 2017 Mi I ex Industries. Inc. noon Jan 22 15:41:54 zuta rage I ID:KffyNX6mvAVutaMbjix9kpz4RS4_nziPlOdrgxSliTyXRbcTYWKibxG4ms6d52hYTzslxR 1.0 0 5.2.3 11.0.0 17.0.0 22.9.13 2a 0.0 z8 0•q 1 0 0{ 5 2-3 S-9.13 6.0.0 5.9.13 S•2.3 1.0 0 Sxa = 4x6 = Scale a 1:48.9 3x6 = 13 1z r1+ 36 _ 2x4 II 3X4 = 3x4 = 3z8 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.12 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.22 12.13 >999 180 EICLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 136 lb FT = 2095 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0.5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3.6, 7=1087/0-3.8 Max Harz 2=70(LC 12) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2213/1497, 3-4=-1669/1104, 4.5=-1492/1080, 5.6=-1670/1104, 6.7=-2213/1498 BOT CHORD 2.13=-1322/1986, 12-13=-1322/1986, 10-12=-784/1492, 9-10=-1225/1985, 7-9=-1225/1985 WEBS 3-12=-542/579, 4-12=-165/372, 5-10=-149/372, 6.10=-541/580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psY BCDL=3.0psl; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5-2-3. Extedor(2) 5-2-3 to 29.0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtrdb) 2=273, 7=273. Waiter P. Finn PE No.M39 MITek USA, Ina FL Coil 66U 69M Parke East Blvd. Tampa FL 39616 Oats: January 22,2018 Q WARNING - Verity d"Ifin paramatwe and READ NOTES ON TNfS AND INCLUDED f1UIEK REFERANCE PAGE M1F703 rsv. IM MI6 BEFORE USE Design valid for trse orgy 4Ath Mllek® Connectors. ft design Is based orgy upon paamelers slur m. cod Is la an atdMdlgl building component. not o truss system. Before use. the bWdng designer must verify the applicalflity of design paaralers and property incorporate d1S design Into the overall biking design. Bracing kdlcated Is to prevent budding of individual truss web and/or chord members only. Atk9tirxnal temporary and permanent bracing M iTek' is always toad tot staLilly and to Ixovenl co9q>so vAth possaxe personal a>Kay and property damage. fa general guidance, regarding nor fabrication, storage. delivery. eroctlon and bracing o1 trusses and truss systems. seoANSI/TPI I Quality Crilerta, 0311-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalaaxo from truss Plate Institute. 218 N. Leo Street. Stlte 312. Alexandra. VA 22314. Tanga. FL 33610 Job Trtt55 Truss Type Oty Ply T13024067 WP0176 A4I Hip 2 1 Job Reference (optional) Builders FirSlSOUrCe, Tampa, 1.0.0 Plant City, Florida 33566 3x6 = 3x6 II 3x8 = 4 5 6 a.13u s Sep 15 2U1 / MI I ex Inausine5, mc. Man Jan 22 15:41:54 2ula Page 1 SmvAVukxMbjix9kpz4RS4_nziPIOdrgx8IiTyXRbcTYWlebu_4ou6d52hYTzsixR Scale a 1:48.9 3x8 = t2 w 3x8 = 2x4 II 5x8 = 2x4 It 8.0.10 13.0.0 i 15 0.0 21.11.6 28-0-0 A.n.tn { A.1I-A 2.n.n 6.11.9 r 6.0.10 ' Plate Offsets (X,Y)-- 12:0.4-2,0-1-81,14:0-3-0,0.2-41,16:0-3.0,0-2-41,[6:0-4-2,0-1.81.[11:0.4-0,0-3-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.69 Vert(L-) 0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(CT)-0.2911-12 >999 ISO BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.0.2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3.11. 7-11 REACTIONS. Ib/size) 2=1087/0.3-8, 8=1087/0-3-8 Max Horz 2=81(LC 16) Max Uplift 2=-286(LC 12), 8=-286(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2188/1464, 3.4=•1463/978, 4-5=-1279/970, 5.6=-1279/970, 6-7=-1463/978, 7.8=-21 SWI465 BOT CHORD 2.12- 1275/1959, 11-12=-1275/1959, 10.11=-1181/1959, 8.10=-1181/1959 WEBS 3-12=0/291, 3-11=-756/686, 7.11=-756/687, 7-10=0/291, 5.11=-331/654 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0. Extedor(2) 5.0-0 to 29-0-0 zone: cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load rlonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=286, 8=286. Walter P. Finn PE No.22939 MITok USA, Inc. FL Cori MS< 904 Parka East Blvd. Tampa Fl. 33810 Date January 22,2018 0 WARNING . V*diy dedifn permnetan and READ NOTES ON DO AND INCLUDED NREK REFERANCE PAGE N0-7473 rev. IOOY1015 BEFORE USE Design valkl fa use only wllh Mllek® convectors. M design Is based only upon parameters shown. and Is fa an Individual Ixlding component. not a hua system. Before use. the Ixldnlg dd'sl" must verity the applicabBty, of design parameters and rxop otly Worpotato the design Into the overall balding design. BroaN trdlcated is to buciritrlg of trxMkhK1 inl=web and/or chord members only. Add9lldxva temporary and permanent btoc*V Welk' prevent Is always tot:}Lod to stability and to prevent collapse With p ossbto personal"ad property damage. rot general guidance tegadrlg Die fdxicattorl6 storage. dolivery, emcilon and txachq of mr=es and tnr= systems. seeANSI/TPI I Quality Criteria, OSS49 and SCSI Building Component 6204 Parke East Blvd. Sa" Initxmallon avalkttxo from inns Plate institute. 218 N. Lee Stroel. Stale 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13024068IWP0176ASCommon4t Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 22 15:41:55 2018 Page 1 I D:KfjyNX6mvAV ukxMbjix9kpz4RS4•SzX4dN RFc73?fs29596rom2Ou_BOpDuFslnF4vzslx0 t-001 69-3 14-0.0 21.2•13 28.0.0 29.0.0, t•0-0 6-9.3 7.2.13 7.2.13 6.9.3 1-t}0 Scale: 1/4'-V 5.00 12 4x8 = Ib 3x8 = 30 = 3x6 = 3x4 = 3x8 LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.98 BC 0.94 W B 0.43 Matrix-SH DEFL. in Vert(LL) -0.22 Ven(CT) -0.48 Horz(CT) 0.08 loc) Udefl Ud 2-12 >999 240 2.12 >690 ISO 8 We n/a PLATES GRIP MT20 244/190 Weight: 125 lb FT = 201% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0.3.8, 8=1087/0-3-8 Max Horz 2=87(LC 12) Max Uplift 2=-292(LC 12), 8=-292(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/1686, 3.5=-1777/1487, 5.7=-1777/1487, 7.8=-2078/1686 BOT CHORD 2.12=-1444/1873. 10.12=-760/1221. 8.10_ 1451/1873 WEBS 5-10=-423/598, 7.10=-435/596, 5-12=-423/598, 3-12=-435/596 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=15ft; Cal. II; Exp C; Encl., GCpi-0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0.0, Exterlor(2) 5.0-0 to 14-0-0. Corner(3) 14-0-0 to 20-0-0 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=292, 8=292. Walter P. Finn PE No.229E9 MITAk USA, Inc. FL Cart UU 904 Parke Ead Blvd. Tampa Fl. SU10 Date: January 22,2018 0 WARNING- Vedly daslyn Pmunatem and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE 11119-7472 rev. 16 2MV6 BEFORE USE Design vdld for use only wim Mliek0 connoclors. Ms deslgtn Is based ornly upon pwraneters shown. and Is for o n hdlvldual txddfrng component. not a hua systern. Bofao use. the txadhng doslgrwt must verify Iho applicability of design paoneters and pxopaty I ncorporoto lump design Into Me overdl bu lding design. Bracing indicated Is to prevent bucatng of I ndn Ideal truss web and/or chord rnernbors only. Additional temporary arid pemwnent bracing MiTek' Is always tegnhed for stability and to prevent collapse vAth possible personal anpay and property danage. Fa general guidance regarding One fa rlcallon, storage, delivery. erection and bracing of Irises and truss systems soeANSi/ri I Qualify CAterto, OSB-89 and SCSI Building Compsonod 6904 Parke Ent 6Md. Satety Insartna8on avdlCare from Inm Rate hullhde. 218 N. tee Sheet. Suite 312. Alexondit VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply1 T13024069 W P0176 CJ 1 Jack -Open 8 1 Job Reference o Gonad uumers Farstsource, i ampa, Plant Lary, t-iorwa aasee a. I su 5 .blip r a ZV If MI r UK mau5urtl5, uW. mitt] Jan cc w.v I .G,a cu I a raga I D: KijyNX6mvAVukxMbjix9kpz4RS4-wASTgjRtN RBsH?d LIsd4YzbIj017YmtP50XocLzslxP 1.0.0 1.0.0 1-0.0 1.0.0 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(CT) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP NO-2 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.5 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psh h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Wafter P. Finn PE No.2= MITak USA, Inc. FL CM 6631 NN Parke East Blvd. Tempe FL 33910 Date: January 22,2018 0 WARNING - Vedy dedln peroometen and READ NOTES ON 7NIS AND INCLUDED ANTEK REFERANCE PAGE Apa7479 rev. I60110MI5 BEFORE USE Ooslgn valkl for use Drily with Mrlelt® connectors. this design k based only upon parameters a wrn. and Is fa an e1dMCArd IxAdbV component, not a frtm system. Betao use. the buildingng dolgner must verity the applkatAtr of design patornoters and property hcorpaote it* design Into the overall Bracing Indicated Is to buaieing Inalvidwa inns web and/or crowd members only. Additional temporary and permanent basckV MiTek' btldlkg design. prevent of k always required fa stability and to ptovent collapse wllh possible personal"and property damage. Fa general guidance togaalng the falxlcatlon storage, dellvary, erection and txaCfrg of masses and min syslo1111, soeANSI/1PI I Quality Criledo, OSa-89 and BCSI Building Component r;904 Parlu East Blvd. Seely Intormadon avAkstple from Intss Rate trurikrie. 2 1 a N. toe Sheet. State 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply T13024070 WP0176 CJ1AI Jack -Open 4 1 Job Reference o Gonal Builders FirstSource, Tampa, Plant City, Florida 33666 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 15:41:57 2018 Page 1 ID:KtjyNX6mvAVukxMbjixgkpz4RS4.OMtr23SVSUju9CXCaW5B8yOo4GH D7YJ2GL8nzsW as-0 1-4.0 as o 1-4-0 J l 2x4 = Seale - 1:7.3 F 1.4.0 r LOADING (pet) SPACING- 2.0.0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 5lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (IWsize) 3=27/Mechanfcal, 2=84/0-8-0, 4=13/Mechanical Max Horz 2=27(LC 12) Max Uplift 3— 20(LC 12), 2=-31(LC 8) Max Grav 3=27(LC 1), 2=84(LC 1). 4=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. 11; Exp C: Encl., GCpi=0.18: MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed: end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 011, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Walter P. Finn PE No.nW MiTek USA, Inc. FL Cari BU4 04 Parka Ead Blvd. Tampa FL 311110 Date: January 22,2018 Q WARNING - Varl/y dedifn PAMWOn and READ NOTES ON ThW AND INCLUDED arREK REFERANCE PAGE 1107472 rev. 1602MIS BEFORE USE Designs vdlld for use only vim 14108connoctors. ills design b tamed only upon parametersshown. and b Ion anindividual bLAding component not a truss system. Before use. the building designer roust vedty the c"AlcaWity of design parameters and pxopetly Incorporato this doslan Into Ile overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Addtlortrl tempera y and permanent txac ng MiTek prevent Is dwcpAregWad for stability and to Wovent collgtso with possUo personal "and pxopeM damage. for gerercl guidance, rogardng the 6904 Parke East Blvd. k0ftallon, storage. dolNory. erection and bracing of mares and truss systems. soeANSI/IPI I Cua91y Cdterla. OSB-69 and SCSI Bu9ding Component Tampa. FL 33610 Safety lafarna6on availablefromIrsssPlatebunRde. 218 N. Lee Street. Sslte 312. Alexadrkt. VA 22314. Job Truss Truss Type Oty Ply T13024071 WP0176 CJ3 Jack -Open 8 1 Job Reference o Gonad Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 15:41:57 2018 Page 1 10:KIjyNX6mvAVukxMbjix9kpz4RS4-OMfr23SV81Jju9CXCa8J588w 1 o37HD7YJ20L8nzsW 1-0.0 3.0.0l 0 3.0.0 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12). 2=-63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scala a 1:10.8 o N DEFL, In (loc) Well Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 We n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 2 = 066 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 3, 2. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 883/ M Parke East Blvd. Tampa FL 33810 oat January 22,2018 Q WARNWO - VeAry datlpn pWarroten and READ NOTES ON nit AND INCLUDED AMK REFERANCE PAGE N11674" nv. 1641242016 BEFORE USE DeslM vdld for use only Win Mf1ek& connactom this design Is lased Only upon paameters Yawn, and Is for an Individual lxAding component, not a truss system. Before use. the tx,dirg designer must verify the apptlicabal fy of design parameters and property atcor otale mS design Into the overt, ding design. Bracing Indicated Is to prevent t uckWV of In divka¢l Russ web and/or chord members only. Additlordl lempotory Skid p efmalani bracing MiTek' 6 always rood for sk*AIN add to prevent collapse vAth posd)lo personal ayuy and property danago. For general gukda co regarding the latxicatbrL storage. doWery, erection and txacing of trusses and mrss systems, se+ANSI/TPI I GuoOty Critada, OSS-69 rand SCSI Building Component 6904 Parke East Blvd. Tampa. FL 336t 0SafetyInformallonrnrtriablefromInmMalefrunture. 218 N. Lee Skeet, Suite 312. Alexandra. VA 22314. Job Truss Truss Type Oy Ply T13024072 WP0176 CJ5 Jack -Open 8 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 2017 MTek Industries, Inc. Mon Jan 22 15:41:58 2018 Page 1 3x8 = 50-0 5.0-0 Scale a 1:14.9 Plate Offsets (X,Y)— 12:0-4-2,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(L-) 0.03 24 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.06 2-4 909 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3.8, 4=48/Mechanical Max Harz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1). 4=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc pudIns. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh, BCOL=3.Opsf; h=15ft; Cat. If: Exp C; Encl., GCpl=0.18: MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 3, 2. Wafter P. Finn PE No.22839 MITak USA, Inc. FL Carl GOU 6901 Parke East Blvd. Tampa FL SUID Date: January 22,2018 0 WARNWG . VarNNy doLpn paraemtrs and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE M67473 rev. fMMIS BEFORE USE Doslgn valid tot use orgy vAth MfleW conneclom 9Ys des1Q1 h bored orMy upon pciro eters rtwwn. and b loran Individual bulding component. not a ttum sWlem. Bofofo use. Ito tx&dhg dedWxx must vedfy, the appllcalAily of dosldn rxxomotots aril property Incorpaato nth deslgn Into the ovdxall tx&dlrg clasign. Bractrw Ind9caled Is to prevent bucaing of fndividual Inm web arW/or chord members only. Additional temporary aukl permanent brookV MOW Is CNMW required for sabatty and to prevent collalm vAth pamSxo personal "and properly damage. fa gonetal gtldulce regarding the fatxlcatlon, storcga. deRvery, oroctlon and btacklg of times and truss sysloms seeANSI/1PI I Qualify Creedo. DSB-89 and SCSI 9uBGing Component 6904 Parka East Blvd. Salely INombodon dlvalkrvlo from Inm Plate frallkne. 218 N. tee Skeet. Suite 312. ANoxcnd fl L VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13024073IWP0176EJ7IJack -Open 16 1 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 a Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 15:41:58 2018 Page 1 1D:KfjyNX6mvAVulaMbjixgkpz4RS4-IYDDFPT7v2RXWJnjmHfYdOgugCGIOgMiYiovhEzslxN 1 •a0 7.0-0 1.0.0 7.0.0 3xB 7.0.0 7•0.0 Scale - 1:18.8 Plate Offsets (X.Y)-- 12:0-8-0.0-0.101 LOADING (pat) SPACING- 2-0.0 CS1. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.16 2-4 514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.21 2-4 394 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 23lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0-3.8. 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2=-83(LC 12) Max GraV 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsh h=15ft; Cat. 11: Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5.0-0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=1b) 3=104. Walter P. Finn PE No.221139 MITok USA, Inc. FL Cart 9914 904 Portia East Blvd. Tampa Fl. 39910 Oats: January 22,2018 0 W mwo . verify daslyn paramatere and READ NOTES ON TMS AND INCLUDED ARIEK REFERANCE PAGE MV-7472 nv. 1=142016 BEFORE USE Design vaild fa use only with Ml lek®connoclots. this design Is based only upon pmameters shown. and Is la an IntlhAdlm buading component. net a truss syslem. Before use, to bilking doslgret must verity the gXAlcaWlty, pss ofdesignarametoandproperly Incorporate this design Into the ovorall boding design. eating Indicated Is to prevent buckling of Individual l trussweb a na/ot Gard members only. Atldlloncl temporary and permanent bracing MOW Is always rogWed for stability and to ptovent collapse vAlh possible personal "and propony danage. for generd guidance tegardng me faLdcalkxn. storage. delivery. erection and bracing of trusses and Inn systems, soeAN51/IPI I Quality Criteria. 038-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Rom Muss Nate I stikto. 218 N. toe Street. State 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13024074 WPO176 HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MI r8x Industries, inc. Men Jan 22 15:41:58 2018 Pagel Scale a 1:11.3 2x4 = 2x4 11 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.04 2-4 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=147/Mechanical, 2=218/0.10.15 Max Horz 2=64(LC 7) Max Uplift 4=-50(LC 8). 2=-101(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4.7-13 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qtdb) 2=101. Walfer P. Finn PE No.2M MiTak USA, Inc. Fl. Carl BOU M Parka East Blvd. Tampa FL 31E10 Oafs: January 22,2018 AL ~mwG . verifyy dadon pownten and READ NOTES ON TMS AND INCLUDED AWEK REFERANCE PAGE M&7473 rev. $4MMIS BEFORE USE Design valkf for use oroy vAm MilloW connocfors. Ift design h based only upon paanetets shown. and Is for an Indlvidu l building Component. not Pucabalty of doslgn panelets and pxopotly ncotpototo DLLs design Into tho oveallabusssystem. 8oforo uso, the IxLdrng deslgwr must verify tho aPa erochLl I Is to bucaing Individual fuss web axf/e chord mesnlors ony. Adaltlorval tanporay and pennononf bracing MiTek' beadingdesign, ndicoted proven of Is always togehod lot stability and to pxevent cdtoUse with possltle persona alley and property damage. rot gerneal guidance togadi ng nw 6904 Perks East Blvd. faxicatkxLstorage, do(". eoctlon and bracing of trusses and Inns systoms, S00ANSI/IPI I Quality Criteria. DSB-89 and SCSI aullding Component Tanpa. FL 33610 SafetyInotmalonavdkrilefromroarPktleansntuto. 218 N. Lee Streol. Suite 312. Alesarxhkx VA 22314. Job Truss Truss Type Oty Ply T13024075 WPOI76 HJ7 Diagonal Hip Girder 4 1 Job Reference(optional) Builders mrstsource, I ampa, Plant ca y, vionaa ujzoa G. Wu s aep to ca t r MI r ex mar3mes, rrc. man inn cc r a:rc:w ca io reye r 1 D:KfjyNX6mvAVukxMbiAkpz4RS4-pxLzg4 UNRghHldw6uo0tIMo??xUY???OV016zstxL 1•s-0 7.0-8 9-10-1 1-b-0 -0-8 2.9.9 ' Scale = 1:21.2 Y 2x4 Q LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.45 BC 0.47 WB 0.18 Matrix-SH DEFL. in Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.01 Qoc) Well Ud 2.7 >999 240 2-7 >978 ISO 5 n1a n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP No.2 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4= 11 /Mechanical, 2=449/0-4-9, 5=425/Mechanical Max Harz 2=131(LC 22) Max Uplift 4=-36(LC 22), 2=-145(LC 4), 5=-161(LC 8) Max Grav 4=21(LC 18), 2=449(LC 1), 5=425(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/182 BOT CHORD 2-7=-216/562, 6.7=-216/562 WEBS 3-7--0/374, 3.6— 743/285 NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; Cat. Il; Exp C: Encl.. GCpi-0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber 0OL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4 except Qt=lb) 2=145, 5=161. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80lb up at 1.4-15. 64 lb down and 80lb up at 1.4.15, 29 lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4-2-15, and 53 lb down and 92 lb up at 7.0.14, and 53lb down and 92 lb up at 7.0-14 on top chord, and 2 lb down at 1-4-15. 2 lb down at 1-4-15, 19 lb down at 4-2-15, 19 lb down at 4.2.15, and 39 lb down at 7.0-14, and 39 lb down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-91(F=-46, B_ 46) 7=-39(F=-20, 8=-20) 8=42(F=21. B=21) Wader P. Finn PE No.228n MiTak USA, Inc. FL Cart UU ISM Parka Ead Blvd. Tampa FL 33610 Ora: January 22,2018 0 WARNING. Varffy daalpe paAmetan and READ NOTES ON THIS AND INCLUDED aRIEK REFERANCE PAGE 11111-7473 rev. fO0 MIS BEFORE USE Oosign vcllcl tot use only with Mllek®connoctom Ms design Is based Orly upon paameters shown. and is lot an individual IxNcling component, nol a hl= systern. Boforo Lao. tho building designer must verify the applicability of design Ixaamoters and ptopotty Incorporale R* design Into tho overall building dodW. Boeing indicated Is to buckling of Individual Inns web cad/or chard members only. Addlllon l temporary and penManenl broc g Welk' prevent Is always toad flit stabalty, and to prevent collapse with pwsslAo personal anbaY and pxoporty damage. for goneral guidance rogacang Who 6904 Parke East Blvd. tatxlcatbn storage. dolivery. orectlon and Lvaci ng of tnasas and Mar systems seeANSI/tPl l Quality Cdfarla, DSB•a9 and SCSI Building Component Tampa. FL 33610SafetyInformationavailablefromIn= Rate frnfande. 218 N. Lee Sheet. Suite 312. Alexandla. VA 22314. Truss Thus Type Off, Ply T13024078IJobWP0178M1IMonopitch121 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 15:42:00 2018 Page 1 1 D: KtjyNX6mv"ukxMbjix9kpz4RS4-pxLzg4UN RghHldwSui iOiplOY?SmUas??OV016zsIxL 0 60 3.4.0 0.6.0 3.4.0 Seale a 1:11.4 2x4 = 2x4 11 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 2-4 999 ISO BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=99/Mechanical, 2=157/0.8-0 Max Harz 2=64(LC 9) Max Uplift 4=-36(1_C 12), 2=-53(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-4-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fh Cat. It: Exp C; Encl., GCp1=0.18: MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. Waker P. Finn PE No.220 MIT* USA, Inc. FL Can UU 6904 Parka East Bhd. Tampa FL SU10 Date: January 22,2018 Q WARNWO - Vedy desgn parameters and READ NOTES ON THIS AND WCLUDED AMK REFERANCE PAQE A07479 rev. 1=1410/S BEFORE USE Design vdd lot use ordy LNIth MIIokA ootlnectors, this deslgl h based only upon parameters shown. and is lot an Individual buadng comporlenl. not usm atrusssystem. Below Lao. Ina IxBd1g deslgwt roust verify tho applkabalty of dos pn paranetets and ptopwly Incotporate this doslgn Into the ovoratl buldklg design. Brochg Indicatod Is to prevent b ucahg of hdNkftKd tans web aril/or chord mornbers only. Additional temporary aril permanent bxachg MiTek Is always required for stahWty and to prevent collapse with possBxe personal Injury ad properly damage. fa general gL/Uonco togarding the fabrication, storage. deavery. otocllorl and bachg of trusses and truss systems. soeANSI/TPl1 Quality Cdledo. DSB-89 and SCSI Bulkfing Component 6904 Parka East Blvd. Tampa. FL 33610 SafetyInformationavalkiblefromlothRateInstitute. 218 N. Lee Street. SLLe 312. Alexandria. VA 22314. Symbols PLATE LOCATION AND ORIENTATION 4-1,/ Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q' 1/ ldr For 4 x 2 orientation, locate plates 0-'44« from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 C 0 S U a O r•7 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved M1Ia MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing. is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wone of Joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Comber is a non structurol consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, she, orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used sholl be of the species and she, and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is Installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and kid vertically unless Indicated otherwise. 18. Use of green or heated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. FJ1 28-00-00 16' BCI? 6000s-1.8 1 8 FJ2 19-00-00 16' BCI? 6000s-1.8 1 10 FJ3 15-00-00 16' BCI? 6000s-1.8 1 5 FJ4 4-00-00 16' BCI? 6000s-1.8 1 2 BM1 21-00-00 1-3/4' x 16' VERSA -LAM? 2.0 3100 SP2 2 BM2 4-00-00 1-3/4' x 16' VERSA -LAM? 2.0 3100 SP2 2 Rml 12-00-00 1-1/8' x 16' BC RIM BOARD OSB 1 6 Bk2 2-00-00 16' BCI? 6000s-1.8 1 14 PA-0-0 as-n-n Ikww M &VA6 NOTES: w REFER I ALL TRUSSES (INMUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY BECKEO OR REFER TO RETAIL V105 FOR 9*7yl qAi Tg lEE ClINVENTIQw LT ALL MAXO4RI Ac O G+SUNLESS FOROTHERVIr SE NOl PLANT ARE &1 0 LM%% 0 SV14TH THE TOP 1% U RISTALLED D ALL ROm' TRUSS HANGERSgM BE SINFSU1 UNLESSPM SITO BE SIIWSUNTRUSSWJGERR THA422 UNLESS OTHERVISE NOTM W BENYHEAOER/ NEL OBRT TO BE SHOP DRAWING APPROVA THIS LAW IS THE SH SOXCE FOR FABRICATS OF TRUSSES Nm VOM ALL PREVOAIS AIIQOTECRRAL OR TRUSS LAYOUTS REM AND APPROVAL OF TIBS LAYUI K RECf O UK ANT O8SSES VI L E BIBIT, VE LVmRM TO ORE ATAmQi GLANCES TWIT VOL bww Hwy h4 Nv- I E,uilders rstSource Orlando PHONE, 407-851-2100 FAX, 407-851- Plant City PHONE, 813-759-5951 FAX, 813-752 Ashton Woods 1605 Endeavour T WP0176 MP 10/9/17 Josh 41 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address, S0-01v arsk 0 OING SANFpRD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung SiNerline 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 Desch tion Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RIO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 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 e 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/P018 Florida Building Code Online OA WOA Business -Req.Mffaf?37n SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I 5tats 9 Facts I Publications I F8C Staff I BQS Site Map I Links I Sear. pr Product ApprovalbUSER: Public User Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL * FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43S17 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. 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 Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf https:/Avww.floddabuilding.org/pr/pr app_otl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # I Model, Number or Name 15036.1 1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 15036.2 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 15036.3 I c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: 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 HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6, If. ClassicCraft Fiberglass Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: No, Design Pressure: N/A`. Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 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.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FLIS036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 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 FLlS036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.3.pdf 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 FLIS036 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 (8) Inst 15036.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 1S036.S.odf 8'0 "Non -Impact' Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration; Installation Instructions FLIS036 R2 II (a) Inst 15036.6.odf. Verified By: Lyndon F. Schmidt, P.E. 43409j Created by Independent Third Party: Yes.' Evaluation Reports Created by Independent Third Party: Yes 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 HVH2: Yes FL15036 R2 II (a) Inst 15036.7.gdf Approved for use outside HVH2: Yes Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FLlS036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact' Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes, Design Pressure: N/A Evaluation Reports Other: See INST 1S036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes' particulars., 15036.9 1. ClasslcCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Conflguration Limits of Use Installation Instructions Approved for use in HVH2: Yes FLIS036 R2 II (a) Inst 15036.9.pdf Approved for use outside HVH2: Yes Verifled 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 FLIS036 R2 AE (a) Eval 15036.9.pdf Created by Independent Third Party: Yes particulars. 15036.10, j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non-' Impact' Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVH2: Yes` FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVH2: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409, Impact Resistant: No, Created by Independent Third Party: Yes, Design Pressure: N/A, Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.10.pdf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes, particulars. The State of Florida Is an AA/EEO employer. Coovrlght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wl<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 455, F.S., please click here_ Product Approval Accepts: a=-j Credit Card Sate hftps://www.floridabuilding.org/pr/pr app otl.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 913.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door 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.E require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. 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. 11111111810S, Signed & Sealed by SCHjWj,,AP.4 , Lyndon F. Schmidt, P.E. E NSF•' s No 43409 90; STATE OFAlLyndonF. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 JVVR.7 sic-Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. WHT'requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck 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 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 verhong to sill is less than 45 degrees. TABLE OF CONTENTS In pressures & general notes 37 5' MAX OVERALL WIDTH ZZ 3N z O x F- M x w W = W U_ J U_ Q J W O' Ui O Q b A EXTERIOR INTERIOR 7 j I 1 HORIZONTAL CROSS SECTION 2 ao rim 1 2 42 TOP RAIL 1.49" 3U@ SG >= 0.67) FLATCH STILE o 46 EXTERIOR Ar 1. INTI 0.15, CSINK 1 (TrP.) INTERIOR EXTERIOR 0 MI 3 3 3 8 40 7 INTERIOR EXTERIOR 10 U l 9 10 3 HORIZONTAL CROSS SECTION Shown w1l X sub -buck INTERIOR EXTERIOR E 0.15, CSINK TYP.) Z_ }d} F- W L EXTERIOR INTERIOR 7 2Za 19 0 40 8 INTERIOR 32 OSS SECTION z a 33 i - inswing p INTERIOR 8 4 VERTICAL CROSS SECTION 7 4 Inswing configuration 31 see general notes, sheet 1 for'WHT' Water infltration requirements E p ° e E D 40 7 8 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown WIX sub -buck EXTERIOR INTERIOR 40 8 7 iCL: cc e: .• e e e Go ig STRIKE JAMB MASONRY OPENING FRAME 2X BUCK C4 MASONRY OPENING in N 2X BUCK- to FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. ass "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN;CLEARAIVCE.': MIN:C:L:EARANCEfil ...........; .......: .......:::::..:.::....................... .........::::: TO`MASONRY'.:::::::: TO. AD- ACENT:::;:;:: MENT::::::...................:.......:::.::::.........:...................... EDGE: `.` ;::ANCHOR:::::::: BUCK ANCHORING For DP > 48 PSF and DP<=75PSF 4" U MASONRY TYP. HEAD OPENING JAMBS FRAME Ud 2X BUCK F FRAME ANCHORING Masonry 2X buck constn for DP > 48 PSF and DP <= 75PSF v TYP. HEAD JAMBS iE J K a ' FRAME ANCHORING Masonry 1 X buck construcfion For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimenslon ore not exceeded. 9" 1 HINGE JAMB zo a•. J - MASONRY TYP. HEAD OPENING & JAMBS FRAME o 1 X BUCK F TYP. SILL -- a: v FRAME ANCHORING Masonry 1 X buck consfiucfion For DP > 48 PSF and DP <= 75 PSF WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ETE SCREW STEEL ETE SCREW STEEL STEEL W 1.1 S' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 33NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE 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 19 Zp HEAD & SID E8E Jamb I-- 2.20" l I I 0 31 BUMP FACE THRESHOLD LOW PROfILE 5.75" I L 33 SEIf ADJUSTING SADDLE THREHOLD fn O 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 Enbrineers 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/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA 5036.7 for size and design pressure limitations. Supporting Documents: 1: Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testinq Laboratory Siqned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. CgSi i@3eJJJJeO Signed S Sealed by Srf p A e Lyndon F. Schmidt, P.E. T Siqned & Sealed byooco°, .... Si •• vo v moLyndon F. Schmidt, P.E. No 43409 s e STATE OF Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 LJW%JKQ 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. ital sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. 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 I general notes 53.13' MAX. OVERALL WIDTH ZZ 3 H o W w W W IxIx < J U_ J JJ MWUj 0 O i Enaa IZA I F-KI%Jg% INTERIOR a 1 Ir l HORIZONTAL CROSS SECTION lv in FTOP RAIL SG >= 0.67) LATCH SOLE EM 46 EXTERIOR INTERIOR SEE NOTE 1 01 r--1 ecc EXTERIOR INTERIOR G GLAZING DETAIL 5 insulated glass w/ smc lite frame G >= 0.42) e frame screws) is MIN. ASS THK. EXTERIOR 1 /s" TEMPERED GLASS AIR SPACE 1/9, TEMPERED INTERIORGLASS o ff-,rgRz G , GLAZING DETAIL 5 insulated glass w/ pvc liite frame MIN. ASS THK. 1/9, TEMPERED GLASS AIR SPACE 1/9, TEMPERED GLASS EXTERIOR I 14 50 • 11 INTERIOR L EXTERIOR 20 0.15" C'SINK TYP-) IZONTAL CROSS SECTION Mng shown - inswing approved 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' & 8 7 40 SEE NO' 61 5 5 5 EXTERIOR 4 5 4 INTERIOR EXTERIOR INTERIOR EXTERIOR vp v L 63 19 7 INTERIOR U 60 61 SS SECTION nswing INTERIOR ERTICAL CROSS SECTION Shown w/1 X sub -buck 60 EXTERIOR i/ INTERIOR 4 VERTICAL CROSS SECTION 62 8 6; Inswing configuration see general notes, sheet 1 z a 40 for "HVHT' Water infiltration i requirements \ m W F e' a •.e U SEE NOTE 1 EXTERIOR CAL CROSS SECTION ling shown - inswing pproved EXTERIOR W EXTERIOR lSEENOTE1 M 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR 2 VERMAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from eg INTERIOR EXTERIOR 50 DI go pmr=r= 9 wm- - E—bqqqqkqblb—Fmmmm MA E Y. v AULLION OWN FOR FERENCE ONLY c O fORING 1 t5 riers 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. L T. o o m MASONR OPENIN( FRAh 2X BI t I 1 I SEE DETAIL I 1 V TYP. HEAD — JAMBS MO TYP, — IE G ICK F TYP. C N I SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 M OUTSWING L INSWING 63 DETAIL I Attach surface bolt strike plate to frame as shown (Outswina) M OUTSWIN, L INSWING J LATCH & DEADBOLT DETAIL 1 C4 h N HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) MASONRY OPENING I FRAME 1 X BUCK a 1 SEE DETAIL 2 FRAME ANCHORING maybe 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::CL:EA:RANGE:::'::MINCLEARANCE? NR.Y..::: ;::TO:ADJA'CEtJT:: EDGE::`: ::;; .: HINGE JAMB En INSWING o M OUTSWING 27 L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (OuWng) HINGE DETAIL Attac strike as sh WUUU 24 1 1/41NItRUP1 WAC;EK SIEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC UP 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 1 #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.I S' MIN, EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /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 /7' PFH SCREW STEEL PE 65 3/16' X 2-1 /4' PFH ITW CONCRETE SCREW STEEL j 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.57' — to o 2.17' 16 OUTSWING SIDELITE Spacer 2.14" 1.69" -- o s4mtmCE THRESHOLD I 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33S9S Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w/ 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 bome 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 16427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 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. 2. Drawing No. Prepared by No. FL 3. Calculations 8 RW Building Consultants, Inc. (CA#9813) Prepared by 5 t J r S Anchoring RW Building Consultants, Inc. (CA #9813) oo°` '.•'G F_ N S j:• e ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : = ' ° No 43dC9 4. Quality Assurance a • Certificate of Participation issued by National Accreditation and Managemelrt 2;00-011 Institute, certifying that Therma Tru Corporation is manufacturing products .M'0 : ' IM within a quality assurance program that complies with ISO/IEC 17020 and :9 '. SMATLE :? e•,U Guide 53. 4 t `' Sheet 1 of 1 '( R A • ` `oe I P S Belle eo A 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. Signed & Sealed by Lyndon F. Schmidt, P.E. E. nidt, P.E. lo. 43409 1/16/2017 Efvv1%v 3sic-Craft® GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. ital sill item #39 under active doors and all sills used under sidelites meet HVHT% g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTEMS I in Dressures & general notes I detail 68.S' MAX. OVERALL WIDTH z ZZ Z o C _ W W = W U- C J W J J adWLU 0 a P IHI H exitR UK INTERIOR 7 lot 1 I I 1 HORIZONTAL CROSS SECTION 2 4.11" l 1.48" T T 1 i 2 42 TOP RAIL LATCH S11LE 1.49" iG >= 0.67) O' T 42 46 EXTERIOR INTEI 1 HINGE STILE BOTTOM RAIL SEE NOTE 1 a'r_i ACC EXTERIOR INTERIOR G1 GLAZING DETAIL 5 insulated glass w/ smc lite frame SG >= 0.42) e frame screws) is J--. I C.- ..-il- INTERIOR X GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED .' 77 GLASS FAIR SPACE 1/6 TEMPERED GLASS INTERIOR 25 46 26123 1/2" MIN. GLASS THK. 22 25 1 /8" TEMPERED GLASS EXTERIOR AIR SPACE 24 TEMPERED GLASS 18 G I GLAZING DETAIL 18 29 5 insulated glass w/ pvc rite frame SEE NOTE 1 INTI Pl>[ 140 EXTERIOR 0.15" C'SINK TYP•1 MONTAL CROSS SECTION Wring shown - inswing approved Is, 0.1 s' INK C'SINK --{ P.) (TYP.) Ir 20 14 11 l M l SEE NOTE 1 12 M ) (50 SEE NOTI INTERIOR EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 0.1 s' C'SINK TYP•1 8 7 XTERIOR Q JTERIOR (i n) Y 1 (12) /': v v V a v L 63 19zo: INTERIOR U Wfi 60 61 SS SECTION inswing 4 VERTICAL CROSS SECTION 5 Inswing configuration see general notes, sheet 1 z a for "HVHT'•Water infiltration requirements \ m 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck 7"I"NA M -qqqhhqhb INTERIOR 7)8 SEE NOTE 1 U EXTERIOR ICAL CROSS SECTION Ang shown - inswing pproved EXTERIOR 50 hza oV Z d W CO 19 EXTERIOR SEE NOTE 1 l M CL N Cd e e e a• v e e INTERIOR 50 O O O e ems• .. . D 5 VERTICAL CROSS SECTION 6 Outswing configuration 39 E SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/l X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e. INTERIOR EXTERIOR SEE NOTE 1 e UL1141,141N.1cli STRIKE JAMB ers may be adjusted to maintain the min. 1AX ON CENTER" must be adjusted to War joints, additional concrete anchors N CENTER" dimension are not exceeded. C'E .. . .... N' M CLEARANCE I'., TG.'MA--'SONR.Y...*.--..'.-.'.-'.".-' EDGE. ANCHOR: 27 4!1 4" 28 27 M11 MASONRY J OPENING FRAME 2X BUCK SEE DETAIL I TYP. HEAD & JAMBS M ) TYP. F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction OUTSWIN, L INSWING OUTSWING L INSWING IIII Of rn Eq F NI N DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE JAMB I U4 I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 mimr-c n SONI ENIN, FRAM XI FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN:::C:LEARANCE::: MIN: CLEARANCE.: TOWASOIyRY::: ; :: TO::A;QJA;CENT : f`:.::::::::::.:::........::.............:.:::.:...::.:...:......:..:... HINGE JAMB Cn 04 N H vi N M 27 LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) INSWING DETAIL Attac strike; as sh, It%J%JU L4 i i/'f 1191rum-rrl Jrr%\-LR JICCL 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. 1.1 S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASSHEATHER -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. q 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 8, 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 .2S' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL I j1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL N2.17' O OUISINING SIDEUIE 2.59" 16 Spacer 2.14" 1.69" - ik cro IMMiV- c R mammLog 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43617 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. 61G20-3, Method 1D 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 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) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ,%01t2fegrota" Lyndon F. Schmidt, P.E. 4. Quality Assurance 0 0 F };6 -. Certificate of Participation issued by National Accreditation and o ve :•,G r' `' • A, so Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies Z , ' W with ISO/IEC 17020 and Guide 53. c.-T -; - OF l Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 11 of 1 VVVKJ 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). ind spaced as shown on details. Anchor embedment to base material Icco. ict is required to be protected with on impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHP') only in le locations protected by an overhang or canopy such that the angle iverhang to sill is less than 45 degrees. TABLE OF CONTENTS sgn pressures & general notes is 74.S' MAX. OVERALL FRAME WIDTH zZ 3 z o W W W W J U- J J LU O a a b a a EXTERIOR 42 INTERIOR (46 1 HORIZONTAL CROSS SECTION 2 EXTERIOR 4.11" 1.48" 1 i 2 42 TOP RAIL 43 LATCH STILE 1.49" 1.48" ot OAK (SG >= 0.671 T INTI mrs lm,,..rovo WIN n u® ar ° v. a v a 'e •°. a L INTERIOR L W LA 1 CRI%JR see general notes, sheet t for "HVHT' Water infiltration requirements 1114 fERIOR E a.. v a •. d e .. , A 64 63 INTERIOR EXTERI I611 VERTICAL CROSS SECTIONQ v •sub -buck EXTERIOR INTERIOR 1. As I v MASONRY OPENING 2X BU( comers may be adjusted to maintain the min. BUCK ANCHORING I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN:::CLfARANGE:: MfNCL;EAR4NC:E:: IN ....:.:............:.:.:.............:.; ....:.......;........ TO.MASONRY:`.;: " T¢;ADJACENT... EDGE:::;:::::::::::' iia^ .I V I 4" No II I I SEE DETAIL folio iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY O F n,PfAll — SILL I FRAME ANCHORING sonry 2X buck construction for DP <= 48 PSF L T ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN GLEARA:NCE : MIN:::CL:EARANCE:: IN;::';'• ::::::::......: ...; .................; .:: `::::......; ...:. ; ..; :...........:... 70 MASONRY.:..:` ..•..T.O.`.... DMEN.T:::.:......:::..::.::.::.::.::..:......:::::::; .::.::::.:.:.:::.:.:.:...... G:ANCHOR:::c:`: 1/,r 1 1 In v MASONRY TYP, HEAD OPENING 8, JAMBS FRAME 2X BUCK D,l SEE DETAIL - OU21 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 I i SEE DETAIL ASTRAGAL SHOWN FOR — REFERENCE ONLY _ U oO F 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 (Inswing) 64 C C Qi r J HINGE JAMB to SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE a - ONLY IL F TYP. AIL 71 I SILL i t i FRAME ANCHORING sonny I X buck construction for DP <= 48 PSF L r ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN CLEA:ttANCE::: MIN CLEA.RANC E TO MASONRY TO ADJACENT I....................:::.::EDGE::::;::? ::::: :::::::ANCHOR :::::: 1/4" , 1 Z" 1 4" T r " MASONRY TYP. HEAD OPENING JAMBS FRAME IX BUCK SEE DETAIL - DETAIL I 611 I to SEE DETAIL 1I11 _ ASTRAGAL SHOWN FOR REFERENCE _IIIONLY F TYP. SILL FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6OPSF D . ,n R Attach astragal/surface bolt stnke plates to frame as shown (Outswing) 63 65 66 0 U v DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 r fn Wi C4 1 HINGE JAMB 95.25" 8" 18.39' 20.63" 18.5' 14.W' 13) TYP. 3.26' SEE NOTE 1 4 -- 0.13" ASTRAGAL DETAIL TYP. 13 T7FH 3.25' 7' 0.75' TUVnIA/ ATTWI:MP AWn rvvvv WOOD ONCRETE SCREW STEEL CRETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.1 S' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. EATHER-STRIP FOAM EATHER-STRIP ; FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL OFILE 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 4.30 N o 19 yp HEAD & SID E8E Jamb M 2.20" 4.63' _ M 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' I 33 SELF ADJUSnNG SADDLE MREHOLD r L R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33S95 Phone 813.6S9.9197 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 1181ndustrlal Dr. Fiberglass Double Door wl Sidelttes 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 not 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 FLA 5036.10 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 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) ptt,aa*+68381, g Lyndon F. Schmidt, P.E. sat 't`('i'+'i'1 e3. Calculations Prepared by co E• .,.,.••• -, "oo Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) eo '.•'G + t`! S,1° dP.Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. b '• I'vO 4 ,M09 .! 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemen] Institute, certifying that Therma Tru Corporation is manufacturing products ' : -0 : : tZ within a quality assurance program that complies with ISO/IEC 17020 and 'J : STATE OF : '!q Lyndon F. Schmidt, P.E. s . t1 L FL PE No. 43409 Guide 53. i .c'•° , w 10/16/2017 Sheet 1 of 1 0 C. -.' ... •` : hti A diea6 aue.¢rta 0 C6y ofvv9%v sic -Craft® SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT"' id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material Cco. t is required to be protected with an impact resistant covering that 1C. 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 some as that shown for N buck 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 VHT'. 3 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. TABLE OF CONTENTS I aeneral notes detail 105.5" MAX. OVERALL FRAME WIDTH 13 02 Z o O W _ LU W = W cmcm :E J J W WLU O Q A tAI tKIVK INTERIOR Y 1 HORIZONTAL CROSS SECTION 2 D 42 TOP RAIL 1.49" 1 .3(Y" 0.67) Il 7IIIIIII 1 FLATCH STILE 42 46 EXTERIOR INTEF n uiunc rnlc /-"N Antrnu oau SEE NOTE 1 1/2" MIN. GLASS THK. EXTERIOR 25 1/8" TEMPERED GLASS G I GLAZING DETAIL 5 insulated glass w/ smc lite frame iG >= 0.42) frame screws) -is AIR SPACE 1/8" TEMPERED GLASS INTERIOR 5'GLASS BITE G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 50 11 INTERIOR L 0 u EXTERIOR FBI ICI ICI ICI i I I I I RIZONTAL CROSS SECTION11 wing shown - inswing T approved 5 4 3 6 6 6 nb ad licol 3111, INTERIOR EXTERIOR 0.15, CSINK TYP.) SEE NOTE 1 INTERIOR SEE NOTE U01 EXTERIOR 5 HORIZONTAL CROSS SEC17ON 4 Shown w/l X sub -buck EXTERIOR INTERIOR 0.15, CSINK TYP•) a v C a a a L 63 19 to INTERIOR U ot 60 61 SS SECTION inswing INTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements z iL 2 VERTICAL CROSS SECTION S Shown w/1 X sub -buck 60 EXTERIOR INTERIOR 6 M inza oV SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing iho approved EXTERIOR z p: EXTERIOR SEE NOTE 1 CM Z a W E o. s J za A C -- a u` INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration 11 50 M 19 SEE NOTE 1 INTERIOR EXTERIOR r2i" VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from eoc INTERIOR EXTERIOR ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING comers may be adjusted to maintain the min. i as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors AAX. ON CENTER" dimension are not exceeded. 1/4" 2" 4" 114" 1" 4" v MASONR OPENIN( FRA& U C 2X BI ASTRAGAL STRIKE JAMB I I I I I I I I I I I I I L SEE DETAIL Mill Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M)Typ. REFERENCE IE ONLY O ICK N F TYP. SILL SEE DETAIL 7„ I l I 1 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) 65x66 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 LATCH & DEADBOLT DETAIL I Ui C4 h N HINGE JAMB SEE DETAIL J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL rr r rr r r rr HINGE JAMB FRAME ANCHORING Masonry 1 X buck construcfion s may be adjusted to maintain the min. X ON CENTER" must be adjusted to ar joints, additional concrete anchors I CENTER" dimension are not exceeded. M.IN.::CLEARAN: MIN.C:LEA'R NC:E? TO MASONRY TO ADJACENT EDGE............... :::ANCHOR LATCH & DEADBOLT i HINGE DETAIL G ) (67 63 95.25' 1.88" 18.39' 20.63' 18.5' 14M 13 )TYP. 13 TYP. 3.25' SEE NOTE 1 3 II---- 0.06" r r, i --- 0.13- I ASTRAGAL MAIL TYP. 13 4.5' - 1-1 ---+, 1 3.25' 7' 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 1 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL LINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD IN WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 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 #454 801. 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 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL E N 2.12" J e,AOLITSWING SIDELITE Spacer 2.14" 1.69" — -I—1 Frl---,---- -71 (i I-- 2.20" — 1 4.a 31 BUMP FACE 1HRESHOLD LOW Pi 5.75' Business . Professional Regulation am Home I Log In I User Registration I Hot Topics I Submit SurMafge I Stats a Facts I Publications I FW Stall I BOO' Site Map I Unks I Search I Florida Product ApprovaldU31 MMyo- ee r ® USER: Public User Rewa.Nr.urt.n Product Approval Menu > Product or Application Search > Application Us t > Application Detail OFFICE OF THE FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 2S0 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcapy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 RS Eauiv RIO-2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/2S/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS II CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A FL13192 RS II ER RIO-2688-17 Plank WSP Sheathino.odfDesignPressure: N/A FL13192 RS II NOA 17-0406.06.odfOther: For use in HVHZ Install in accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding Aber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS It ER RIO-2687-17 Plank Shingle to CMU.gdfApprovedforuseoutsideHVHZ: Yes FL13192 RS II ER RIO-2688-17 Plank WSP Sheathino.odfImpactResistant: N/A FL13192 RS lI HardiePlank-Installation.ndfDesignPressure: N/A Other: For use in HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RtO-2688-17 Plank WSP Sheathing FL13192 RS AE NOA 17-0406.06.gdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles flber-cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 RS It ER RIO-2685-17 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192. RS II HardieShinole-Installation.adf Design Pressure: N/A Verified By: Ronald 1. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use In HVHZ: No FLL3192 RS tt ER RIO-2685-17 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 RS It ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS 11 HardieShinole-Installation.odfDesignPressure: N/A Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf Created by Independent Third Party: Yes 13192.S Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVH2: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVH2: Yes FL13192 RS II ER RIO-2688-17 Plank WSP Sheathlna.odfImpactResistant: N/A FL13192 RS 11 NOA 17-0406.06.odfDesignPressure: N/A Other: For use In HVH2 install in accordance with NOA 17- FL13192 RS II Prevail-Lao-Siding--Installation.odf 0406.06 VerlFled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32392 Phone: 850-487-11124 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dice. Product Approval Accepts: Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL sautl;h... r , MULTIFAMILY SIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH D TEXTURED IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. P Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on edge. 1 Carry • P 9 Protect edges and comers from he man a e caused is nbreakage. The manufacturer is notbreakage. Po g y OUTDOORS 1. Positlon arcing station so that wind will bbw dust "from user and others h area. 2Use one oftneW mew a, Rest I. Score and snap IL Shears (manna electric at pneumatic) b. edi: 1. Oust reducing circular saweqdpped wph a Hanfiehladensaw blade eMHEPAvaammexlradion Good' 1. Dust redaug dradar saw vAth a Hudlehlade saw blade only use for kw to moderate cdlkg) INDOORS 1. CN any using score and snap. or shears (manual, electric or pneumatk). 21 ffioncul& gstaponInweEvetn9aledam NEVER use a power saw Indoors NEVER use a drodar saw blade prat does not rrxartryy the FlardiehFade saw blade treamrsrk NEVER dry sweep- use wet suppression or HEPA Vacuum improper storage and handling Of the g product. Iq hpwm Now For rna*mm protection (barest respkatde dust production), the Merertadurer recenutnernds aW* using'llesr4evd odling methods where feasible. IOOSHapprotred respirators can be need in axtunnSlorn with above aNbg'reclees le fuller reduce dust exposures. Aedpional exposure Information is evalleble al www. prevagsiding mm b help you determine gm rrost epprapdeta tuft method for your 0 requirements. If concern stil edsts about exposure levels or you do not campy with the above practices, you should alleys cxnsnS a qualified Industrial hygienist at cordan the Manufadorer for hither inbrtnation, $mmm GENERAL REQUIREMENTS: Prevailn lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevaP lap siding can also be installed over foam insulation/sheathing up to V hack. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if pm%w- driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water - resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appmpriatey installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevailn products with a minimum 6° clearance to the finished grade on the exterior of the building or in accordance with local building codes If greater than 6' is required (fig. 3). Maintain a 1' - 2' clearance between Prevaillu products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' clearance between Prevail'rr products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure 1 Double Wall Single Wall trim (fig.6). Construction Construction Install Idckout flashing at roof -wall junctions (fig. 9). waterresistive bander Id4n bracing Adjacent finished grade must slope away from the building In accordance with local pI od 24' a.e, max. building codes - typically a minimum of 6' in the fast 1(Y. OSa sheagdng Do not install PrevaM products, such that they may remain in contact with standing water. Prevail"' lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevaile1 products. For larger projects, inducting commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products° at www. JamesHadie.com.. INSTALLATION: JOINT TREATMENT Required far Factory Buff ColorRnlsh, Recommended tarPrlmed product' It is not recommended to use caulk at field butt joints. Figure 2 water- reslstive banter Joint fl11 ashing•• g ho o WrWd ater-tedstive plank edge oo barrier Instal clanks in ° o moderate ooMaet ° 0 °° rter strip le plank angle Install factory finished edges together at butt joints. \ leave appropriate gapbetweern planks and trim, then caulk•" As requited by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail'" products mnWn respirable crystalflne sttica, which Is Hawn to the State of California to cause rangier and Is considered by IARC and NIOSH to he a cause of canon from some oearpadmal sources. 8realhkg excessive amounts of respirable sitice dust ten also cause a dtsahling end potentially fatal lung disease taped silicosis, and has been raked with other diseases. Some shrdles su gest smokkg may incense these risks. Oumrs' gg insnpallon Our handling: ((1) work In outdoor areas with ample venhla9on; (2) use fiber cement sheers tar wWng Our, vdnere not teasl8e, use a Hard'ehlade saw blade and dustredudrg circular saw anadred to a HEPA vawum; (3)) wan otinera in Una Immediate area; (4) wear a propedyptred, NIOSHapproved dust mask Our respirator (gig. N•95) le aaxxdanut with applcehle government regulations and manutadurer Instrnrdions to fuMa Ilmit respirable eplce exposures. Oaring dearwp, use HEPA vaannms Our wet cleanup methods •never dry avreep for fuller irdornaUon, refer to our Installation irtsfnnroiorn and Materiel Safety Dale Sheet avalahle at wow.pavap ding.00m er by sting 1-e77-23&7528. fAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND WSTALLATION WSTRUC110NS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. PR1001-P1/4 7/ 10 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"' products surfaces, flashing and counterflashing requirements for clearance between the Prevail"' products and • • add'deeking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure s manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the ra lff4eskstud Figure 4 e1d1ng water roofing and the bottom edge of the siding and trim. bw0 ren wa FI ure 6 Maintain a 1/4' clearance between the bottom of Prevail"' products and horizontal flashing. Do not caulk gap. Figure 7 r— aiding Oo not 1/4• gap Caulk j BasNng VaMaAe"' lap g Maintain a minimum 1° gap between gutter end caps and siding & trim. Figure 8 gutter and and rap FASTENER REQUIREMENTS** deck material Ima Joist 9 Figure 9 , . KICKOUT FLASHING sm,<, Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from 00 the siding. It is best to install a self -adhering membrane on the wall before the subfascla and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTt'" lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. wate I ure 10 Figure 11 Minimum overlap for Both Face and Blind Nailing min. 1 1/4" overlap T- 24- — O.C. max 1 3/4%1' o Yf face nail Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.J11confine.ccm. Also see General Fastening Requirements. 1 1/4' min. overlap water -resistive barter N P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail"' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind bads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il add nail do not under oo NoT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"' products. complying with ASTM C920 Grade NS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant comp) ing with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acr)11ic topcoats are recommended. with the caulkiriglsealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Bads -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail"' lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL"'" SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oillalkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS so 1 so =100 sow 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 71A 7112 8 5 6 6114 6 314 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 5o 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 198 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 156 18 450 360 300 288 267 257 225 225 167 19 476 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405,15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL Al rights reserved. TM, sM, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHR. Warranties, and Wamings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1/2/2018 Florida Building Code Online Business 8i. Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats d Facts Publications I FBC Staff BCIS Site Map ; Links : Sear. rida (] L Product Approval USER: Public User d far.1 Product Approval Menu > Product or Application Search > Application List > Application Detail MIL;nWMAP FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 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 hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jO%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12194.1 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Alumunum Coils Aluminum Soffit Limits of Use; Approved for use in HVHZ: No Approved for use outside HVH2: Yes Impact'Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit r• Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T- Soffits final.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04' Soffits final.adf Created by Independent Third Party: Yes_ Back H_e xt The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. tf you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. 'Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email add# If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click b=. Product Approval Accepts: MERE Credit Card Safe hnps:lAwAv.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%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 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PtY I P i No 74021 cc= 1 '. STATE OF 41J A- i FS • O R 10 • ; I` S"ONA ECG . CERTIFICATION OF INDEPENDENCE 2017.09.01' 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, not 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 (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 Fastener ALUMINUM COILS, INC Soffits . Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel 77771 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. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 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 114-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- 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- 63.3 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 i26.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 , This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1)14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- i43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.6 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood lstaple spaced 8- legfinishing nail with min. 801-90 diamond pattern inch x 7d ring inchOne ( 1) min. 1.75-inch i o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 801 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits - Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 24F4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. ,- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 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 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x t-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 163.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/8" head dia. nail with min. 1K" engbgement(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 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD ##T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4"J 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n, ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' i i DIAMOND PATTERN DETAILLCROWNSTAPLES ; USING A DIAMOND MULLS PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIABOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAILJ PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' NSTALLED FASCIA CAPINWITHTHEOD.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIIrA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4' TRIM NAIL) screwed to soffit PAINTED S.S. 48' with one,1) #a x 1/2• x 3/81 head O.C. diameter screw, 16• o.c. SOFFIT -max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN I DETAIL FACIA BOARD va' c wflM i AACIA CAP 3/4' X 1/4' CROWN STAPLE 'B' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. EiQzj1 FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 , This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIi 1-11' CROWN STAPLE OPEN RAFTER FASCIA BOARD N sA s/r i-N;R 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT t FASCIA DETAIL F' CHANNEL-,,--, MANNEI SOFFIT: MAX. W SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail Min. 3/8" head dia. nail with min. 1%" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 518" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 . This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits . Appendix B System No. Installation Detail t„ `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN s Li 1, 4' x 4' ' DETAILCROWNSTAPLES USING A DIAMOND LC KTVEDIA STOUS i PATTERN FACIA BOARD FASCIA CAP 16FA 3/4' X 1/4" CROWN FACIA BOARD 8" 1-3/4' TRIM NAILr_*F' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWNCROWN STAPLE SOFFiT-max. 16-inch span WOOD SOF T SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S'S*---\ FASCIA CAP soFFrc P,4" CROWN STAPLE OPEN RAPIER FASCIA BOARD I-aj' CROWN STAPLES SOFFIT I FASCIA USING A DIAMOND 16F-2 8 PATTERN; REFER TD DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN DETAIL FAS CAP; REFER / \ oo TODETAILSOFFIT i FASCIA F' CHANNEL SOFFIT; MAX. 16" SPAN MOOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 . This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1 /4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SOFM-max. 16-inch span ALUMINUM COILS, INC Soffits . Appendix B n j - `, SOFFIT STAPLE DIAMOND PATTERN I DETAIL FACIA BOARD Le' iETVtEin j tTAR[ ASCIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA GAP 3/4- x 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAILFASCIA BOARD PANTED S.S. I'.}' CROWN STAPLES USING A DIAMOND FASCIA CAP SOFFIT PATTERN: REFER TD I'd' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I TROt NAIL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA DETAIL 24F- 1 & 2417- 4 CROWN STAPLE - FASCIA CAP: REFER TO SOFFIT t FASCIA \ DETAIL / 33 B• NmiIW STP F.[ NANNEI 3 ft BattenAnchoredtoSOFFIT; MAX. 24' I Rafterswithone10Ring Shank Nail at MD00 SUBSTRATE eery Raller SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits - Appendix B System No. Installation Detail I t- TRIM NAILFASCIA BOARD PANTED S.S. ta- SMOOTH SMANN I FASCIA CAP RDOF MAILS SOFFIT I- rl- CROWN STAPLE 1 t- TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F- 2 & DETAIL 24F- 5 1' aj- CROWN STAPLE FASCIA CAP: REFER TO SOFFIT i FASCIA oo DElA0. Nominal Yat- SYP Batten Anchored to SOFFIT: MAX, tP F- CHANNEL Rafters with one ld Ring Shank Nab at every Rafter WOOD SUBSTRATE ALC15001. 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FAS[u BOARD PAL47ED S.S. IIGA i' i-NAILS CAP SOFFIT 1'r1' CROWN STAPLE I J' TRIM NAIL FAS[IA BOARD PANTED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 1'4' CROWN STAPLE FASCIA [AP; REFER TO SOFFIT 1 FASCIA DETAILNominal1'er SYP Batten Anchored to SOFFIT; MAX. il' F-CNANNEL Rafters rith one Ild Ring Shank lima 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 1 t' TRIM NAIL FASCIA BOARD S.S.--\ re!' CROWN-- Vre!' CROWNPAPAINTED FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED 1'r' CROWN STAPLE SOFFIT STAPLE RAfTER DIAMOND PATTERN DETAd FASCIA BOARD SOFFIT 8 FASCIA 1 t• TRIM NAIL PAINTEDS.S. DETAIL 24J- 8 1'r' CROWN STAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT 11 FASCIA DF1Art B• \ 3/8 Nominal t• 2SYP battens stabb& O en raneonoa SOFFIT: MAX. 24' 1. CHANNEL secured with one (t) 7a n shank hall stralght-napes I through theraperintotheamWOODSUBSTRATE or the botten or two (2) To MR a( mank nails Wo4useo on elamer side of the bottom at the batter mifter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-116 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vint is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roo/ Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits . Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 ' 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3: 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 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 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 HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5. 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 318' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 . This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/6" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-116 Page 2 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 16" 04 Soffit 18' BLANK 3 / 8 PROFILE illr1¢r o oaoo ao oa000 000 0000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-116 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" 5/16" 1/2" 1/2" 1/2" 1/2" t/2" I. 1/8" 3/8" 13.75" BLANK 3/8" PROFILE i.tl5' qEf 0.S0.1Vr 0.75' lYr 0.1x-wr DDDD 000 00000 000lu 0000 0000 END OF REPORT ALC15001.3 FL12194-116 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 LIMITATIONS Year 2009 2009 2009 2009 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?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 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for 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. No 74021 cc STATE OF CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to 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— 112-incho.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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location lF Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F41 Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 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 psfl 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 0.072-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 i40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch O.C. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psQ Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 46 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch ocand 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 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- 143.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 343.3 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 psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 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.t/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.t/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 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. 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 BO/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.8 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) IS ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. chinch ailshanknail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24- finishing x 0.072-inch diameter nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 611120-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-116 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal Ix2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 160 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8 inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 163.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.3 FL12194-R6 8of8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits . TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPRovEn SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" hand dia. nail with min. IX" engagemenWor wood subeL'rate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, ncrate or Block W FASCIA LIP 1/4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L—PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-116 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 n, `, SOFFIT STAPLE OPEN RAFTER 3/4' X 1/4' i DIAMOND PATTERN DETAILCROWNSTAPLES ; ve'ICTWEIN IUSINGADIAMONDsavttsi PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWNjTRIMMLFACIA BOARD 8' 1 STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE CAP O.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max• 12-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4- TRIM NNLJ screwed to soffit PAINTED S.S. 48' with one(1) A8 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits - Appendix B - VT ` SOFFIT STAPLE DIAMOND PATTERN I 1 FACIA BOARD DETAIL vs' onvca i ASCIA CAP 3/4- X 1/4- CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL —\ FASCIA BOARD PAINTED ).S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD u sl vc rNet 16F-1 SOFFIT L FASCIA 16F-5 DETAIL FASCIA CAP; REFER oo f0 SOFFIT t FASCIA DETA4 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. 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 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, `, SOFFIT STAPLE OPEN RAFTER 3/a• x 1/a• ;' DIAMOND PATTERN DETAILL-13.. CROWN STAPLES WT AUSINGADIAMONDsrw.[s i PATTERN FACIA BOARD ` FASCIA CAP 16F-4 3/4' X 1 /4' CROWNJTRIM"LFACIA BOARD1 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CAP CHANNEL CAW BE PAINTED S.S. 48' INSTALLED WITIi THE OCFASCIA NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFF T—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 I I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT I',J' 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 oo SCIA [ REFER TO SOFFIT 9 FASCIA F' [NANNEI DETAIL SOFFIT: MAX. 15' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN hNNEL 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B Mr K"WM 1 SOFFIT STAPLE SIMUSDIAMOND PATTERN D ETAI L FACIA BOARD J Er ctvvcn1siwatti ASCIA CAP 3/4- X 1/4' CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PANTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other - product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.S. rj' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO I'll* CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 i- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 I'r2- CROWN STAPLE — FAS[IA CAP: REFER TO SOFFIT I FASCIA \ DETAIL/ Nominal STP f 3/8' Batten Anchoreo to SOFFIT: MAX. t4' IF-CHANNEL Rafters with one 10 IRingShankNailal WOOD SUBSTRATE every Roller SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRIM NAIL FASCIA BOARD PANTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT I-Q* CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24F-5 I -el- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA DETAIL mom" I iY STP Batten Anchored to SOFFIT; MAX. 24- F-CHANNEL Rafters with one Td Rig Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other -• product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits - Appendix B System No. Installation Detail 1 t' TRRI NAILIv-BOARD PAINTED S.S. 145AFASCIAi•NAILS FASCIA CAP SOFFRI I-Q- CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA DETAIL 24F-3 & 24F-6 1'4' CROWN STAPLE FASCIA UP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'et' SYP Batten Anehored to SOFFIT; MAIL 2V F-[NANNEL Rafters with ono 1d Ring Shank Nag 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 MAIL FASCIA BOARD PAINTED S.S. rsi' CROWN FASCIA CAP STAPLES —\ USING A DIAMOND SOFflT PATTERN; REFER TO CANTILEVERED rrj' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD 1 f' TRIM NAIL SOFFIT L FASCIA PANTED S.S. DETAIL 24J-1 & 1'4' CROWN STAPLE 24.1-2 FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL / Nominel 1' s r SYP battens • \ . scaubeo with between, Tapers and SOFFIT: MAX.x. it' 1-CHANNEL secured wit+one (t) To Nhp snank nag susight4we0 thmgh the rsRar into The am WOOD SUBSTRATE of the bstenartwo (2)70 I tkh0 slunk nags we•nageo an \ / Other sbs 01 the banem at the ne— barVtaOesIntersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 r60 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 FL12194-116 Page 2 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 C Building Type Zone Mean HeR htfft Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft 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 r60 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 r60 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 FL12194-116 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/B" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D , ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 18" BLANK 3 / 8 PROFILE t.vrav o 0000 00 00000 oao 0000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 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/r 3/8" 13.75" BLANK 3/8" PROFILE i.173' N[f 03VT r 024 to DA W rn DDDD 000 00000 000 0000 0000 END OF REPORT ALC15001.3 F172194-116 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online Business 8 Profe-ss-ional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications 1 FaC Staff I SCIS Site Map I Links I Sear• Id a jj Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Odin.'r-QigrA 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 193SS 610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Harper 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. Hamer@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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Use rs/ERappold/Desktop/2017%20PRODUCT%2OAPPROVAL/Florida%2OBu ild ing%2OCode%200nline. html 1 /2 1/2/2018 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved 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 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 Ilcen: under Chapter 455, F.S., please dick here . Product Approval Accepts., file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT°A20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 3S3 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.OS-R13 FL5444-R12 Date of Issuance: 09/22/200S Revision 13: 09/OS/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABEUNG: 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. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: zlll- Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1993 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/OS/2017. This does not serve as an electronlcslly signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Kaiibf 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 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.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 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 47873803S7 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM 03161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 962S) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 CerdJlonte ofAuthoArodon p9S03 6t" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XTT" 2S, XT"' 30 and XT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia`", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark"' Pro, Landmark"A Premium, Landmarkr" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"A 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 R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, indicating the shingles are acceptable for us in all wind zones UP to VB,d = 150 mph (V„n = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = ISO mph (V„it =194 mph). 5.4.3 Classification by ASTM D71S8 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D71SB indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V„d = ISO mph (V,dt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R33 Certificate alAuthorirotion t19SO3 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 3 of 12 TTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1SO7.2 / 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 1SO7.2.3, 1S07.2.4 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 1SO7.2.7 or Section R90S.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 iSO7.2.6 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 CT 20TM. XeT"' 25. XdTM 30. Xt1TM 30 IR: ENGLISH 12" 12" 12" 305 nm)- (305 mm) -(305 mm)- 1 "(25mm) 1"(25mm) Selant5 5/8" (145 mm) 5 r/2"P a rooa METRIC 131/e" 131/e" 131/e" — t"( 25mm) 1"(25mm) -«i Sealant TFigure 11- 3. Usefow nadsfor av&fuU sbingfe STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASM 04586 7}pe it is suggested. I Roofing Cement Apply V ( 25 mm) spots of asphalt roofing cement under each tab corner. FIpm 1 t-4.- Usefour nails and sir spots ofaspball a mmt on steep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4. 1 Hip & Ridge for CT20' ". XT"' 25. XT'" 30. XT'" 30 IR: Cut Shingles 251mm-1 Imo- 1 1— 2" (50 mm) TShingle) Remove, fI i--- f ---- 12" Cap CapCap305 mm) Shingle Shingle1 Figura 11- 24. W tabs, then trtrn buck to make cap sbingles ft&b dimerrstons sborun). r t2•• ( 305 mm) r Eases 5" 125 mm) - - e%0% l`5) 2 \otNoNro Flpm 11. 25: lmt"im of caps along Ibis btps and ridges. 6.4. 1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1100" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.OS-R13 CertiJkate oJAuthorization o9SO3 6" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 4 of 12 6.S 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below. Nan tre Mi wa Lire t' (2S mm1 t' (25 MA — Fit'ure 3: Use sir nails for etcn-fill sbhkg1e. QOTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for e%-cry full shingle as shown below Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASDI D 4586 11pe II is suggested. figure 3: Use six nails and four .pots ofaspbalt roofing Cement on steep slopes. Hip & Ridee for Arcadia"': Cedar Crest^', Cedar CrestT" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum YA-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"A" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. tr , 2' I' 3 ,ure(305 man) eye\ Ixl%;Ccol Hand -sealing adhesive 4" 114" ---iiiiij 1 314" Ir 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, U.C. Evaluation Report 3532.09.0S-R13 CertiJkoteofAuthoNrotionU9S03 6T" EDITION (2017) FBC NON-NVNZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page S of 12 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 4 P, ry, 010,000, 0 1 o Additional roils d requited. 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 04586 Type II is suggested. i Ili t' (25 tttrtd Roortng Cetttere 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 17-1& Shangle' Ridge. 18' Exposure Remove tape from the right side 1' J. g' and fasten j SECOND Fasten the I . left side 85/8- RIGHT FIRST LEFT Figure 17-19. Installation ojSbangle® 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 3S32.09.OS-Ri3 Ce til)cate ofAuthoriration #9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 6 of 12 QOTRINITYIERD 6.7 I CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGEO LOW AND STEEP SLOPE STANDARD SLOPE Use seven calls and three spots of asphalt roofing cement for etr:ry Use lire nails for every full Shangle. full Gmnd Manor Sh2ngle. Use fire nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and Centtmni2l Slue. Apply asphalt roofing cement V (25 mm) from edge of shingle Figure 17.5). Asphalt roofing cement meeting ASTM D458611pe 11 y is suggested. j= I (251. 1 1112" 16 mm) (220 mm) or lessa., Figure 17-4. Use frte naik for Lvov fuLlGrandAtonar.Shangle, Carriage House Sbangle. or CentennialStale. 16 mmtl - (220—) 1" ---- 25 nm) Reding Cement Figure 17-5. When iaskiliq Gmnd ManorMangler on stop sta^ use seren nails and tbnw spots ofaspbad roofing mweat. 6. 7.1 Hip & Ridge for Carriaee House Shanele a and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 mm)---(375 mm)-- -(305 mm)--j aoabes> rsa+mso o.r ane,..nnr+ reaartasw 1"( 25 mm) I RelemTape 1" (25 mm)—I Nailabler Area WIDE NA61NG AREA LANDMARK TL 13'n" 13" IVA" 1 -(343 mm)-- --(330 mm)——(343 mm)-H I--1" ( 25 mm) 1" (25 mm)-{ Figure 13. 4. Use four nails for trey' fist shingle. NorthGate: Naing areas for low and standard slopes (ham 212 to 21:12) Nal between upper d lower Ws as sawn above. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate afAuthorlration p9S03 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13. 09/OS/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet A.tiTAt D4586 Type 11. Apply I" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS Imo— 12"— 305 mm) a.W:,,..gym l"(25 mm) Nail Area For StM IT 25mm) {---- 143/4" •-12" 375 mm) (305 mm) I"(25 mm)--J JPaseTaoe 1 r-1.. 25 MR LANDMARK TL NorthGate: STEEP 12" 14.3/4• SLOPE 1---(305 mm)-- (375 m NAILING AREA ( Nailin A Jy V(25mm) beKe i QOTRINITYIERD 13'/2" 13" 131/2" 343 mm) (330 mm) (343 mm) 25 mm) 1 "(25 mm)---, I I ilhqw-4-M 005M%diva Firm 13 5. Use six naps andfour spots of aspdatt rooftngcement on steep slopes 12' 305 rr 1"(25 mm Nailing areas for steep slopes (greater than 21:12) and "Stomi-Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark"'. Landmark'" IR, Landmark"' Pro, Landmark"' Premium. Landmark"' TL. Landmark'" Solaris. Landmark"' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge", or NothGate Accessory 12' 97/r 305mm) 4t5/t ( 2250m) m4f5/16' 6'(125mm) I (125mm) 150mm)r(1501—m) Notch for Centering 12' .\ 131/4' 6mm) Notches for Alignment to the Top Edge the Previous 337mm) 7 of 180mm) Cap for 5' (125mm) ExposureLL English Dimension Shadow Ridge — Exterior Research and Design, I.I.C. Certiftcote ojAuthorirodon 09SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 75/9' 196mm) Metric Dimension Shadow Ridge' Evaluation Report 3S32.09.OS-R13 FL5444-R12 Revision 13: 09/OS/2017 Page 8 of 12 131/4' 337 mm) 9 27/32' 250 mm) 41Sn (125mm) Centerit g Notch Align these / notches to top edge of previous course NorthGate Ridge QOTRINITYIERD 13 1/8" II-1—(333 mm)— N-6 Sl85/8'-I II (168 mm'l 168 mm T 1_ I Centering 7 rig• 13 1/4' R Notch — 194 mm) 337 mm) \aim t 1 notches to top 7 5/8, edge of (124 mm) revious course. NorthGate Accessory Laying Notch I 5' ( 125ffi ) I I I I— E> I „ Figure 13-2& Use laying nolchel to center shingles on bipu and ridges, and to locale the cozy l erposu a 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crest•", Cedar Crest"' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3s32.09.0S-R13 Cert/ Jlcate ofAuthori:otion #9503 6r" EDITION (2017) FBC NON-NVN2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 1. 40' Guide Unes (1016 mm) S 1/4, — 133 mm)kNir 14 1/4' 36imm) NOTE: Apply nails on painted guideline. 1 Figure 16--6. Fastening Presidernfial and Prerfdentid TL Shake shingles on low and standard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine 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 naJhng guide Wes, apply 4 nails I' above tab cutouts making certain tabs of overlying shingle corer nails. V diameter asphalt roofing cement Figure 1&7.• Acutming Presidential and PresidmUal T/L Shake sbingla on steep slopes. 6.9.1 Hip & Ridee for Presidential Shake'". Presidential Shake"' IR, Presidential Shake TV", 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 tilff'erent sizes: Accessory produced in Birmingham, AL Is 12' x 12'; Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" 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 LOW, STANDARD AND STEEP SLOPE: rig re 15•3. rnLeni g ItMents Sbtsgfes on Lou, and SMndard.lopes For lone and standard slopes, use Gee nails for each full Hatteras shingle a_< shown atxnr. rgrae IS - n: ratle 4 Ma —sets oo verp.*- For steep slopes, use me nails and eight spots of asphalt roofing cement for each fin I laneras shingle as sluoan ahme. Apply V 15mm) diameter sluts of roofing cement (ASTM n 4596 type II suggested) under each tab corner. Press shingle into place; do not espose cement. CAMON: Too much roofing cement can cruse shingles to blister. Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-R13 Certificate oJAuthoriaotion p9S03 6' EDITION (2017) FBC NON-NVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5g47 Revision 13: 09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras t 2 Figure 15-14.• 18 three puce units separate to make 54 Hatteras Awacsory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 inm) I I I I I I I 460inm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sbingles to snake cow cap. QOTRINITYIERD e"N 460 mm) f' Fao 203 mm) Figure 15-21. lnstallalon of caps along bips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl"'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: STEEP SLOPE: Ike WE nails and RIGtfl'spots of asphalt roofing cement* for each full Highland Slate shingle. For hilaml-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASW D45861p1e 11 Is a rgested. MtsatrAada rapuiu axdale aroih 1'IKmm) kawled aver eater aAW as dorm)• Mam:Oaaropurslxarateea.b I XWW ararorW oaod is rn.ni figure I1-3. use M nails for every Higbianti Stale sbingla Figure 11 ;3A use n13 nails and clgbl spouofasphdl roofing mum under emb tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Hiehland Slate'". Hiehland Slate"' IR: Refer to instructions herein for Cedar Crest'm, Cedar Crest"' IR or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization a9SO3 6' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 Certaln'reed Asphalt Roof Shingles; (610) 6S3-S847 Revision 13: 09/OS/2017 Page 11 of 12 6.12 6.12.1 7. LABELING: LOW AND STANDARD SLOPE Use FOUR naiLi for every full shingle lorded as shown below. WantyF25min) j — — — — j 1 iM Y^ lrtlb' 151 Mai) j I- *-IN -j- 1.1 lx -j- n-tv -i QOTRINITYIERD''' STEEP SLOPE lise FOUR nails and four spas of asphalt rwriing cement for tarry full shh gle as shomv bcloa: Asph:dt roofing cenmat nutiling AS NI IA586 Type II is sugg(xtetl. Apph• 1125 ntm) spins of asphalt roofing mueni % shown. CAUTION: Excessive use of roofing ce netn can cause shingles to blister. ism) t•_ O O TT— I:}Roettea cement C6a c,1 + temU "I Hip & Ridge for Patriot^': Refer to instructions herein for Cedar Crest"', Cedar Crest"A III, Shadow Ridge"e, NorthGate or Shangle Ridge"' hip and ridge shingles. 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 1S07.2.7.1 / R90S.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC-QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R33 CerdficoteofAuthoNaoNonp9SO3 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 12 of 12 1 /2/P018 Florida Building Code Online Business 8 Profe-ssional Regulation BQS Home 1 Log In I User Registration I Hot Topics I Submit Surcharge I Stats A Facts I Publications I FSC Staff I BCIS Site Map I Unks I Sear. bj Product Approval IUSER: Public User Product Approval Menu > Product or Aoollcatlon Search > Aoollratlon List > Application Detail FL * FL12328-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Roofing Underlayments 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 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/pr/pr app dtl.aspx?param=wGl_VXCoADgtF2AezuadgOlAramDGm5ebt5wRM8J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online 14 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL #I Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments flnal.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.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Undedayment Coated organic undedayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underiayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen undedayment. 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 RS It TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments flnal.pdf 12328.5 I No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 1S UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments flnal.pdf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.gdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underavments final.odf Created by Independent Third Party: Yes https:/Auww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtF2Aezuadg0tAramDGm5ebt5wRW28J8d8c6iCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOS ASTM Slate Surfaced Roll Roofing TAMKOS ASTM Tile Underlayment TAMKOS Master Smooth TAMKOS Moisture Guard® TAMKOS No. 15 ASTM Asphalt Saturated Organic Felt TAMKOS No. 15 UL Asphalt Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Felt TAMKOS No. 30 UL Asphalt Saturated Organic Felt Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. 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 underayment 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 underayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOS TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TSP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. 14 TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOS TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKOS TW Metal and Tile Underlayment and TAMKOS TW Underlayment shall be 40"F. b) The minimum application temperature of TAMKOS Moisture Guard® shall be 350F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOS 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: TAMKOS TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments 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 TAMKOS ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOS ASTM Tile N N N N N Y Underlayment TAMKOS Master Smooth Y' N N N N N TAMKOS Moisture Guard(ID Y N N N N N TAMKOS No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOS No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOS No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOS TW Metal and Tile Y Y N N N Y Underlayment TAMKOS TW Underlayment Y Y N N N N TAMKOS TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enti 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 (rST6049) 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. CEIVS.Sj.'•. No 74021 • i= STATE OF CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOS 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. TAMKOS ASTM Tile Underlayment TAMKOS Master Smooth TAMKOS Moisture Guards TAMKOS No. 15 ASTM Asphalt Saturated Organic Felt TAMKOS No. 15 UL Asphalt Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Felt TAMKOS No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II 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. TAMKOS TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOS TAM -FELT Alternate to ASTM D 226, Type I and Type II underayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50OF except as follows: a) The minimum application temperature of TAMKOS TW Metal and Tile Underlayment and TAMKOS TW Underlayment shall be 400F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOS ASTM Slate Surfaced Roll Roofing shall be 2:12. Undedayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOS TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments 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 TAMKOS ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOS ASTM Tile N N N N N YUnderlayment TAMKOS Master Smooth Y' N N N N N TAMKOS Moisture Guards Y N N N N N TAMKOS No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOS No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOS No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOS No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOS TW Metal and Tile Y Y N N N YUnderlayment TAMKOS TW Underlayment Y Y N N N N TAMKOS TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enti 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R i' i tiP••'.G *416 E NSF. .'>• No 74021 i_ STATE OF 4U CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, not 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. 1/2/2018 Florida Building Code Online SCIS 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 Unks I Sean d b r Oil product Approval USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 S01)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 SO1)982-6511 Ext361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 SO1)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By 21 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 O Yes O No J N/A Product Approval Method Method 1 Option A Y I. 's is Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVIdikEkuTrizAU6DFsUcmbpCG3RoA%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 ummary of Products FL t! 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 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1 730 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. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,7S0,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S102a.odi Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S102a.nd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 H Lomanco 700 Series - NOA 160S102B.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S1029-ndf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 11 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 Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA IS-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 11 NOA 1S-0709.09.2df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes B, IN The State of Florida Is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_gtl.aspx?param=wGEVXOwtDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMbQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY F-11"Iter"I NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeorw Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/l6" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" 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 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM:-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail l'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %:" 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 MIAMtOADECOUPITY Expiration Date. 08/t6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/1,6/21 Approval Date: 06/30/16 Page 5 of 9 N1. 700 SERIES LOUVERED ROOF VENT N1. 700 SERIES LOUVERED ROOF VENT 20,3 i DETAIL B 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/l6/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 MAs•rEVER NOA No.: 16-0510.28 FA MIAMMADECOMM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 20-31 l 1 1 I DETAIL C 750-5 SERIES LOUVERED ROOF VENT 11 91 4..91 !-- NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMN0IADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economv 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.: 16-0510.28AY4ExpirationDate: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/l6" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-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) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC-98&99 PRI Construction Materials Technologies LOM-013-02-01 RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/ l 6/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/ 15 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 11/4" aluminum annular ring shank nails. With the first nail l'/4' from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 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/t6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvcrs 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 MtAMNDAOECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B 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 FAS'rE ER NOA No.: 16-0510.28 MIAMWADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 91 l 4.91 '-- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9i NOA No.: 16-0510.28 Expiration Date: 08/I6/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI-0111 E M[AM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.vov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. l 5-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*A— NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS l00(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 1.00(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 274/4" 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 I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-5, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail l'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 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 FMAWRROM M M MM i Ili 700 SERIES LOUVERED ROOF VENT FMAWRROM M M MM i Ili 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 F-IJUXI Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENVIR NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 21-3 3 13.33 DETAIL C 1 b. 750-5 SERIES LOUVERED ROOF VENT Iff 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 1 I 2 1 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9i NOA No.: 16-0510.28 MIAMWADECMmOIJhITY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Pr6fiessional °-g rG SCIS Home I Log In I User Registration I Hot TbplcsI Submit Surcharge I Stats $ Pacts I Publications I FBC Staff I Bas site Map I Unks I Searchd. I Florida Product Approval USER: Public User rAo""' Product Aooroval Menu > Product or Aoolkatton Search > Application Us t > Application Oeteil FL # FL158-1110 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/ Phone/Emall Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category. Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST. CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete. com Craig Partin cparrino@castcrete. com Craig Parrino PO Box 24567 Tampa, FL 33623 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 Year ACI 318 2014 TMS 402 2016 Product Approval Method Dab: Submitted Method 1 Option A 10/ 18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Producbe FL !R 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 HVH2: Yes FUSS R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FUSS R10 It NOA 17-0821.18.odf FUSS R10 II NOA 17-0821.19.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oack next The State of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 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 public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Ta determine If you are a licensee under Chapter 4SS, F.S., please dick b_err,. Product Approval Accepts:, lm;Ql® Credit Card Safe MIAMI•DADE MIAMI-DADS COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) l 1805 SW 26 Street, Room 208 BOARD A" CODEADMIIVISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) myw.mtamidade.¢oy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder 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 AFU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Pan-ino, 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 LWPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MMIAOEQOUNTY A NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq 17- g/Zo j7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of], 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 #1 dated Apri128, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specnnens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Systent Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cost -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS L None. r C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'. 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory d airs. 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., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (JZM. 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 1. None. C. CALCULATIONS 1. Calculations for Cost -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Pardo, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulato) y and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTTER 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. 1 Co" Flelmy 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 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS m TYPE 'or TYPE *09W i I ; IL- 1 SOLID LINTEL DATA TABLE I, _ i uit7 WriLM FF9[ 11T,W--mlME 1 Cr• L COiIkI lll l:J LL:Z:IW' rrfli>a iifiCl' illr Jilt! rWc iiC lt!ILJWr'ii T. lT l7 rGSi llc mllxixL:,Arctim D iIIIr.f",.MWEC! 6M PRECAST U-LINTEL DATA TABLE C- f-l:1"wa win—dIi1' rr. 7lKlim CM -di MAU= o ar Muar:a=r vr! lr 5awt tt rr: awe::nru::.lrairv z!lrcal rM t. mrirT, nruu lr an rravi.o r. MTfI• r t r + • I r aTv A:.T?Tl ra'a r f W7, sa•+ r u a._ l-ary nzrTn rases r W rT7 7rclJrrSal M=zr27r iWW rr rzr- R;nMtr><rcL 11r'ror:t!z-I2'at:1 r1> v rr?M M T7 rtai..lma`+:.1::. R aIS?•9 0 Mr r l[rI lrxavr.M,:,.:[a[aso rrcy rTn rLM.=:J N:- lt;c+o r N,"'U tip c'u o no MUM MrMU= M MnMCM Mr TROM AtMCMAL M M MiM W COMM LAW Alp COW M: MU" MO OA MMIWIm WrAm MIL ma mm MMAMM CAMF• = Om m L AfpMM M SIM T/A W AOM WO A 04 AM P MOM 4 rm m simmm O AA D m WM A . l MI MMC 10 AMW ANA L MMD IN TOML MMMO[ P CWmt MOMOMM AC CMM7Or AMAMP L 00= MI OMMiMA MC . TM M W A NO AIM U MW FM cam ® Or 7M CMOMWp OAMO m o m/lf - ML Or mma Lwn% A . MM MM FDA A MMl LPMM MIOAQM . 4 llml = M> uwm CAM[ rAM6.4mr MOMM M= O Lwpm =M UL M[ CK MCI OM MAM IO MI MU MOM OMO M OIDWO CMAM CAW m C ." lO MWI MMMA MM smm iMM M1ML p- G YN PRODucr Rrvt= G' C'.• •,, uMMIWrb+a++nDlbM Plai CEN ' , O •.+ ftwkkeCO&& wucTRensnD mDAtM mMwm+rlMalA;mn++PwtaM 0.4 r / B PAilraad% c Mq MWPAMliM rrr, 4 O R% D-':\0!. MUM r 4, L /A lei fiCL:.O MFNEKR.3M r\ A/_1 • ' ' r r r 1iHa 1.1;7:1W:IVIk1lH; ywr rs .; A:ST- Rf TE . . GENERAL NOTES q JO ptl( qom2 dj gggrtgo ramodc• mMmyoommeead,yy pd 7 AS1(1 o mrinom•m! e m pri A6111 M1s 1fNDpd esodr per ASUI CM 4" V or a 10 As iaY }ed OW bona mbbom 4 Yde am" beoLV. t® on Ir 11 %Dy beedyg 1o Ip1A bbbo Wn a , mean. 3) r1edY M MIA. bd od Ned )dnb. 4) 9ou4D b boAp W p`MW a &xft rr buo• yiz "aecZA r4ze 1 M MRd) N tdeb A r toad betbn fl¢DJbzIbtd4pnaa, Mad1 -4• a bW eueb or tmna 1/180 ddbdl q use b Stdin IW611 ev, popBm W f1aW us. h bboe• ON bbb m ee4ae6 4' no bbb 1• be Wddd •/ 4• d wWm boanold ed V d umda slid 4 0:0s htdcmeer gut cam* sm W WINKl ool a) the dollnv My aobdo cmooaNW boa Bones Or ede bad tribe by dv Lm•mnem " dftmommlomdwddoaoyboonthe1>) R a fari• ,1 1 °'or nunwsi°d°oiaodw a-i • be0 atism as Upimb b IS)1L eoduir adorn d Web bde>be b tdedtr ad+ ehd bow o eoe•+b d obao oppYa b aamdoK• I•ie AS111 OtL oPP d `'0'9• 14) tl !, tlwh• a wGd(aay a d 1Mm i INb.mi4el'Mo6ipb••da ktded vaQoat bod } Aaed bmbenid hd S ID SW tmaod bd Sete bmhw'd led t) rr mopodb r•Id NO al atom ou a& bd Wm and Wmr b*% obmm. Id) M Wd W*6 at do % Aam wf$ bd Mom oed bow Imo Am 11) Sde boo an oymblood de•tbl, boo. to) We lone bold on mbW adpt wobeb pw All OM ded AD 31ala) pia Y oiY (MeOwe W hW 4e d•tdrNb SEE SAFE LAT01N. LOADMM FOR LOAD yRA/LW Rwwm [ RoRU WMSE R'..401/ 2' CLR 1YP SfBPAR FOR IY UWW or t2t60 SAFE LOADS FOR 4" SOLID LINTELS wr+v m GRAVITY TYPE LENGTH 4S8 9- 8' (421 PRECAST 1180 4'_.0' (481 PRMW 939 4'-8' (541 PRECAST 789 5'-10'(701 PRECAST 48D W-8' (78") PRECAST 360 7'-8' (907 PRECAST 260 9'-4' (1121 PRECAST 158 Hf-r (126") PRMWT 116 12UB CRrn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-r (421 PRECAST 6B7 371 4'-0' (481 PRECAST 597 320 4'-8' (541 PRECAST 529 258 5'-10'(70') PRECAST 407 148 8'-6' (7B' PRECAST 380 118 7'-8' (901 PRECAST 280 87 9'-4' (1121 PREGASI• 187 55 10'-r (1261 PRECAST 152 43 121`8 12F12 12F18 10) NR Ibt Reid •' a ," : a'rs:' .•••': wn- 1II11n111\~/111r••1IIIII II) lYlbm OdaBaaltrierYNhaloofWOellemdWWdaaa. I '. .5, ,e +'• MoM= A3VISDD BUB 61`8 6F12 6F16 mmmptyingarablboFtoAeb 7r,r: ; r• "•h L 8 I' j' Aeoepirea No f Iaf- Ott g+0 DdoBjIf .• rVF DMONA11ow r. muemetoou//o,- uouAm By 1 • • • • y'. ti ',,, ` tfF.; l. ,t_•i•rl.iy 14Wo IfC¢m7I D •-•• • "} 'n ii ' i,:.. .c,ya 112 16-2B/ 2T •-• ;:.-.`;. }!. 'x .it > IQOme4; efaJ I LmImYW a` ' i > ''i ' ,`T,nl. •!•ir erq, t1 :f7:`+:A•. p • •'!i. •!" .•7 '%•'''`' r":•7i+ i+w;'1,{:•: • y q qq F 1'S...' e.yPow • v.• •`•,)' : •. > J&.., • h.:•:i'. riG'•i: 4S8 ;;: ± ly .D' G . '• '•; 121`28 12F24 12F20 QROcticrwvlatio o . moni i• ; s 4_: :_ *' ; . } io0 "1N om Ftoelda saw ic,rou T AooepCea•No -o p S "°mom • • • • • • • • L T •% tl:CRAIGPARR1110 9@ImIY•Dds • °? YlrouwAlran+ •. 4 R1p*:•' OM 78 SF32 6F28 6F24 6F20 ^, pNALEC;G.', 8E1 IER FL 39689 R P•EUC. Na44760 Malas „ m oCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES N—D ^ Ia[ ButeWfl•S-I4 w®e m mmam ILIA CAs° b Uri mm UP cm Pam pt - }R mm am alai'seua DL war sm I or) SAFE GRAVITY LOADS FOR r PRECAST U-LWTELS 1i>ht4 m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 BFB-1B 6F12-IB 6F16-IB 6T2D-1 6P24-18 6F28-1 6F12-IB 3'-8' (421 PRECAST 2332 2576 302 5050 6148 7227 8297 7 4'-0' (48) PRECAST 2025 2313 3692 505D 6148 7227 8297• 9357 4'-B' (641 PRECAST 1654 1887 3633 5050 6148 7227 B297 7 W-10'(701 PRECAST 1067 1260 2190 3357 5734 7227 8297 B226 6'-8' (781 PRECAST 949 1078 1831 285) 4328 6737 037 9J57 7'-8' (901 PRECAST 772 8113 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 860 1056 1523 2084 2785 3731 5017 10'-B (1261 PRECAST SOJ 568 895 1270 1706 2238 2898 3747 11'-4-(138' PRECAST 07 513 805 1133 I507 1952 2492 3103 12'-W(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(160) PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(158' PRECAST 351 392 605 B35 1087 1373 1703 2087 17'-4'(20n PRECAST J N.R 1 229 455 620 794 985 1108 1437 THE NUMBERS W PAWHESIS ARE PERCENT REOUCTIOMS FOR GRADE 40 FlELD ADDED REBAR. SEE GENERAL NOTE ND. 4 r SEE GENERAL NOTES — SHEET 1 OF 3 SAFE LATSM LOADS Mono Doct-ART ILA ftrm R 1 w i"_P"•- SAFELOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'- 8' (421 PRECAST 587 1055 596 4'- 0' (481 PRECAST 487 787 445 4'- e (541 PRECAST 418 609 344 PRECAST 300 360 198 6'- 6' (781 PRECAST 263 496 157 7'- 6' (901 PRECAST 222 357 116 9'- 4' (112") PRECAST 173 352 74 10'- B'(1281 PRECAST 151 276 58 11'- 4' (13n PRECAST 139 311 49 1Y- 4' (1441 PRECAST 131 277 44 13'- 4-(160') PRECAST 111 223 35 14'- O'(1681 PRECAST 111 202 32 Ir- 4-(20n PRESTRESSED N.R. 130 21 SEE GENFRN. NOTE 18 SAFE UPLIFT LOADS FOR V PRECAST U-UNTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6TB-lT SF12-116F18-It 6F20-17 924-1T 6F28-11 1T Y- 8' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'- 0' (401 PRECAST 1225 IBDO 2367 2913 3470 4027 4593 4'- B' (541 PRECAST 1083 1592 2084 25" 3069 3562 4055 5'- 11i(7DI PRECAST 831 1222 IWO 1979 2357 2736 3114 6'- 6' (781 PRECAST 723 1D97 2117 2457 2797 7'-" ( 901 PRECAST 648 883 1B40 2135 2431 9'- 4- (1121 PRECAST 575 571 1797112 1492 1732 1972 10'- 8'(128') PR1PiAST 514 462 133 1551 1706U'- 4'(1J61 PRECAST 474 404 1213 1442 1645 IY- C(1447 PRECAST 454 35700 B19 n, B88 um 1093 1299 1506 13'- 4'(1601 PRECAST 402 m 308od 516 736 906 1078 go 124 7 14'- W(1601 PRECAST J88 78b 475 577 932 980 1145 17'- 4'(2081 PRECAST 253 208 33B 475 585 693 80J THE N1818ERS W PAREN1MM ARE PFRCEXT REDIMNS FDR GRADE 40 FIELD ADDED REIAAR. SEE COMRAL NOTE NO. 4 PRODucrRsvLRw Helid egt A swbb Um PIm4Aa A[ ce.PmrwX- 0 8 hs* A 44 PRODUOPRalfwac 7i : • 11t : Bow Q d,'°f0' lee Fblim QF/ - ARawc v oi.o7 170a;• e/7• CRNR114 BPARD hgoc `B R t• 03M CR 570 44'°„14` H..P.EUC.14D.44758 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB m IRl@ UmN sh swum mm lux MID 8/ o 1CIDiI{m of., c" MtM fL - fa AID. 4118e 1 UMIA 1R411 off 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS M.44wm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U6 UW29 IVIZ-R un 17110-26 I1124-29 111Z n IV32-2B S-8' (42' PRECAST 34M 5000 5838 7819 1 JIM IIOW 12755 11443B 4'-0' (481 PRECAST 2923 4232 5838 7819 9352 11050 12755 14438 4'-8' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 V-10'(7D7 PRECAST 1612 2320 3218 5234 8487 11060 12755 14 C-or (781 PRECAST 1383 1986 2879 4195 6421 10032 12755 1 7'-6' (90') PRECAST 113E 162B 2131 3218 4675 6756 9753 13544 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-B'(128) PRECAST 614 11043 1295 1B53 2515 3323 4334 5532 11'-4-(1381 PRECAST SIB 945 1162 1649 2216 2893 3719 47 12'-D'(1441 PRECAST 456 878 1073 1513 202D 2517 3333 4206 13'-4-(1601 PRECAST 3 767 925 1294 1709 218E 2743 34 4-0(168") PRECAST 321 720 865 1204 1584 2017 2451 310E 17- 4(87 PRECAST KR. 451, 31 1141 1428p 175D 1 19W( 2321 PREC NR 3.1 700 925 11 1380 169 U) Off MRa M W PART MM AUK PIMW RE JMW FOR WM 40 Fi1D AMM WA SM CE1a]MI. WM AA 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS om_* SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R06 17SB 2B IfE1D 1a011- IfAf18- 12AFi2' t1RP28- 21E3o- 4'- 4' (521 PRECAST 253E 2942 5468 7534 9640 11689 13M ISM 4'- 6" (541 PRECAST 2319 2740 5468 7584 9840 11669 138/9 15679 5'- B' (6n PRECAST 1347 1841 3555 OM 9640 11669 13679 1507 5'- 10'(707 PRECAST 1259 175E 3361 5954 9358 11669 13679 15 8'- 8' (en PRECAST 924 1430 2633 4416 BC184 1 129 148 7'- B' (901 PRECAST 703 12D3 2157 3494 5259 7922,9 113 1167 PRECAST 389 843 1451 2151 3203 4427 5417 8380 W OIF HWWM W PAREiMM ARE MM RIDUC = TOR MM 40 FILD =0 Rl&n SCE MM WYE M 4 SAFE LATERAL LOADS Cn0 41• "0RNAQT 11-3 WMI 0 laff dLOADAFEPLFLENGTH TYPE 12U8 12F8 RCMU S-8• ( 421 PRECAST 1295 4841 393 4'-0' ( 48) PRECAST 1295 4841 299 4'-8' ( 541 PRECAST 1049 3922 2417 5'-10'( 70') PRECAST 681 2547 6'-8' ( 7B) PRECAST 579 2187 7'-8' ( on PRECiA1T 474 1771 14540,, 9'-4' (1121 PRECAST 355 1328 10'-8'( 1267 PRECAST 306 1143 II'-4'( 136) PRECAST 278 1041 36 12'-0'( 1441 PRECAST 200 971 3 13'-4-( I601 PRECAST 229 857 278 14'-0'( ISe) PRECAST 218 809 251 17'-4'( 2W) PRESTRESSN N.R. 1626 19'-4'( Mn PRESTRESSID N.R. 534 130 mu "7JvriL Ruir IO 4'-4- ( 52') PRECAST 4'-6',( 541 PRECAST 5'-B' ( 681 PRECAST 5'-f0'( 70l PRECAST 6'-8- ( 801 PRECAST r-e ( 901 PRECAST 91-8' ( 116) PRECAST 747 a¢ bcncRK r M0Ducr wyl ft Plait, meoi SEE GENERAL NOTES —SHEET 1 OF 3 MPJmet of on Im— SAFEUPLIFT LOADS FOR 12" PRECAST U-UNTELS 6t1hOmn SAFE LOAD -POUNDS PER LINEAR FOOT L ENG_ n TYPE IVII-21 12FI2-21111`I641 12F20-21 12FR4-11 2T 12FU-21 Y-B' ( 421 PRECAST 2752 4287 5613 608 8264 9589 10915 4'-0' ( 4r) PRECAST 2380 3721 4872 6023 7174 8325 9477 4'-6- ( 541 PRECAST 2113 3291 4310 5328 B347 7365 83B4 5'-10-( mo PRECAST 1623 2527 3310 4092 4875 56M 6441 Ir-6' W) PRECAST 1444 2269.TMOS7880 4378 5081 784 7'-6' ( 90' PRECAST 12B7p 1767 3BO6 4417 5028 9'-4' ( 112') PRECAST 028 117 3087 35 4079 19'-B'( 126`) PRECAST 920 247 2764 3202 WM ll'-4-( 138' PRECAST 858 829 2441 29D 3354 12'-e( 1441 PRECAST BU 753 2201 2618 3032IS-4'(16DIPRECAST67883318262169251314'-D-( 16n PRECAST 622 5B8 974 1365 1679 IMP 2309 17-4'( 20B' PRECAST 434 695 964 1182 14 1623 19'-4'( 2320 PRECAST 36B j427 0 693817 1002 1187 1372 I) OR: RWR98 W PARUUMM AR[ PFRDD REDIIF7DD, FOR ORAK 40 MD Mn REM SO: GflM MIK In 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 6WP6WM SAFE LOAD -POUNDS PER LINEAR FOOT 3692 25 4'-4- (627 PRECAST 1626 1 2M 13745 4808 15M7 1 MM 7989 3458 2417 4'-8' (541 PRECAST ISM 2502 3602 4823 5843 6884 7684 2230 1 5'-8' (68l PRECAST 1210 2042 2850 3658 4458 5273 60B1 2129 155 5'-il1'(7Dj PRECAST 1173 1954 270 3553 4338 5123 5908. 1716 117 6'-B' (SDI PRECAST 1020 1538 a 2426 3114 38D2 4489 5177 1438 914m1 7'-6' (9DI PRECAST 904 1226 2IN 2776 1 IM 40051 4617 1011• 9- 8' (1161 PRECAST 703,j771 14724 218104 2663 31454 3828 ' RIAW06 W PAMMUM AK FOIWIO REDUC = FOR G. •• E N S 40 PAD AoxD MYL BU OVA MM Ra 4 447 JIUM0empLTRBVIRGO le %dm Do PlgFYe T ' P Aemgeiee3M u , p3 A. I i CRA19PARRIM'D Ohs s/ 8 c 0Q ` amcnamEr - r..,/ "'R1 EC1,.+ 93584 Mtmnl ; rrrONALj44• FLP. T:9.44796 mrSCAST-CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES nK luue om3F a oaaR m A4xu mm SeYD WX ouCr a m CAW F M - AM uD8 DO41 a 6F3 MIAMI•DADE 1. ... MiAMI-DAbECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 209 BOARD AND CODE ADUMTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) mvw.mianiidade.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 Prestressed 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 Helmy A. Makar, P.E., M.S. j NOA No. 17- 0821.19 MIAM DAnE COUNTY OF Expiration Date: 05/ 21/2022 oq Z812o J 7 Approval Date: 09/28t2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-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 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 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 #84MI9.805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-N120652 dated 04103196for #5 rebar by Birmingham Steel Corp. d. &-Ze2 y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 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 SUBMTMD 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 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e 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. L'Rehny 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 MiamiDade 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. e my A. Mflitfir, 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 (AM. E. MATERIAL CERTIFICATION 1. None. F. OTHER I. Letter from Cast -Crete USA, Inc., dated Januoy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION I. None. 1 r Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28P2017 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, 2017 Edition. 9,4 W, 9,4 lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05W/2022 Approval Date: 09/28/2017 E-6 A I R HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS FRODUCTMVISW . t8000CT R]R BW® e mmlJvina oili.Ih. FlorLk1 W PIlI1O M1p c flsrll/ 1i.RA6.. es.1. tM WDOS" R lbrim TP"A" sRRUPTYPE a1 ggP RSTIRRUP DETAILS STIRR S —media PRESTRESSED rD i It:f CL7 D't'.:7pL a Dt L.f fLt i Q1F'Q><1i rac, loLn>v/c Iucsi l>,rr v 6i> t1C'II7 QDct..l i]G]i Y/4L.7 ft+ f'i 0 rlGli tll I k7 DuL''.f :1 I IL"- Dt 3!..171I]C':>• LZ 16:1i 0 fi 1WEM iYiri W 8" PRECAST W/ 2" RECESS DOOR U-LINTEI- DATA TABLE i L:u.f111•fd 1 ' il`.i ria Bl t l u:!1•e'4 i;1 i1`l I t-A V.Y-i i?' if Y:YiT Tii.• E f C 1i C Il O l IL ., i L.*'I:7 G^J R ti 1k" D EIC] i l1 L L•. KA R->J i-LA rT.dil f11M t R._'.LJT V "' i/cA:!J LGi1r.7L1 Li i CSQi F.a SCi1 E'.flru:a L:L.J'T,.t' t/Yii'.'.f L1C! G Q t1 i 7GI!]G.iDl i1 C!_TSIF_Ilaf' R S.r1 l_..9CGar•JL<f nsr> ar m aly n-rca nsr,+r"ffm mr, arcu atuif srr.:c r Io 1. I I I .I I I L Ipramlo aw: 7/n NO AM A3401 41OKADt ARAM W AaR Yth•t/1. 04 N A. Rao M I= EMU ..Wxv.. CRN mx= is COWD Kom I= cm uOWD 1AOm loR••IA7w•At011 IrlA61WW OD o/ IIR mwadm= Vila ra cum lmAlD AaR AAIL 31L W SDWA . A UM TR[ olmm as tmou !ROOD f AmD1tA L eon= pggwm r. • na m rot R• Am7aGao onn%n1'.. AIoO FA IRA ALL IiiCAfT s DIDI 11lRtl L ®amour u nm m LOWLOL 11ossma lack . LTO (p, OILM Or Comm w it WE a YY1 oT MAaACOm LIR16 rJ W Wa MO[ L V9WW.gVFfiP PRi/11EUb is RaDt WtOD AID r.olos Wsm. aR 0.1to .n n-I +-0 s — crys- v, TAODUCTR!{VIQ9 u ro IHURFjj4%,qrjq,jjmj Ito, wllpskaiNswtbaae M MOP 4FrAa' Ioo101alOR is yno WW momm ~AL, rt a . ....... R. G C'. SF MR, Ft 3W. rARI-o la COrr16rT "0 Alm "11 W 0 MOM" AIR MIUM' m ••,. R-PMUP. amminmmnowommmor4a"GOL "A "Ic .,/ NAL . NO N767 urn CAST-CRETE 8" LINTEL FABRICATION DETAILS o 24ACF GRAVITV LOADS FOR A- PREDAST L PRESTRESSED U-UATT'EI.S rtW SAFE LOAD - POUND8 PER LWEAR FOOT TYPE r IaNOTEI an a" 61a-A e712-01 1i12-N 6ne-00 ano-to 6A0-OS Q2D-D ersi-® au-IB Brts® e17B••16 etmce 032-11 3'-b (42) PRECAST 223f 36M 3719 5163 am am 6SW IWI 7W wo tt13 7567 1W4 IM4 IIW 4'-0' 4B'} PRECAST 196E 8t1 27s1 362E 4160 tin Wu am 2M3 466E 61u 7547 074 MU 116M 4'-6 (54 P 1f199 ins 2110 2031 3753 467E NW 6tx 21D 4M 113 76N W2 I66Y6 I= S -4' 64 PAETiIST7 1217 I3A 14M I9U 23M NA 3R6 VA IN3 3M0 8765 5M 10 6-10•(/07 PRECAST iD IIOs 1173 OI 2010 230 3oM 1451 MR 416D M 71ei WMA C-8• (7n PRECAST 9Ds 1236 2177 3011 37W 43D SOrt 1233 2177 3AD 5DI Sm= I 6703 7-0• (9 PRECAST I01I 17D 2M 22D! 21311 3191 393 1011 1 241 381e 501 e187 SUM 9'-4' (1{27 PRECAST m I"o 1623 4 34M the 3= 752 124S 1e4] 25M 340 IDID 17-B•(1267 PfifTAST 475 m MO 1247 2W MY 1113 257E eu San Im 2023 2111 4W 11'-4'(1367 PRECAST 362 in UN 1846 2423 3127 4W6 69 t46 1380 1846 20 3123 40D3 12'-0' 144 PRECAST 337 SW to UN trot UU LDS 3W eW m 1254 I6e4 2IW UM 3312 13'-4'(160) NIifCASi 289 N1 1Wa Wj I= Sole 26W NI 753 t 4 163E Oil[ 2SU 14'-0'(1 PRECAST 2TB 424 7W 1002 132E IW 1127 217e 442 701 1002 I32s kW 2127 2630 14'-8'(1767 PRFSiRESSID N.R. rot is Sat Nt 4M 717D 371370 1tW 2l43 2e17 Dtt 16'-4'(184') PRES1RDW K.P. Kll ra NA MR a 44t 710 I230 103 203s MD Afs t7'-4'(2081 PRFsiR6SStD NJi 101 Ub AM 1328 IBOB IM 2D6 19'-4'(23n PRESTRESSED N.R. 9R BR Nt Kill 23S 420 7e0 1037 12R 31SIRISl6 71171E 21'-i'(Z65') PRESIRFS V MR.IM 3W m be111114 135E NM 2Y-O'(264•) PRESIREW NA, No I Kill Iw Alt INS a NR 160 3N 7N t0N 116t IAt 24'-0'(20n PRESTRESSED NR, IL NR IOI Nt tp 12E 9>D 4!D L1t e11 IMi 1Z8 WE ATERALLOAD8FOR 01l ABM 1 fin CTUCAMn I U 11ARIA . 40 . ii•• SAFE LOAD LENGTH TYPE BUS I We RAMU 3'-8' (42")' E41 ksT 1025 1024 169E e-r (4n PRECAST 785 793 1309 f-C ,(s4I PRECAST 592 1 591 1013 S-' (641 now 411 411 745 S-10' (707 PRECAST 340 339 0151 8'-8' (701 PRECAST 507 721 400 T-C (90') PRECAST 424 1534 363 CI'-4' (1121 PRECASTST 328-1 W 2 230 1C-6'(1297 PRECAST 284 40t 180 11'-4' (136') PRECAST 260 452 154 12'-O'(144j PRECAST 244 402 1 137 IY-4 (1601 PRECAST 217 324 110 10-4r(1691 PRECAST 205 293 100 14'-C(1781PR1SIR 90 N.R. 21S4 91 15-4'(184')PRFSiRESSED N.R. 259 83 11-4' (2087 PRESIRES iD N.R. 194 64 19'-4'(23 I PRESIRTSRD N.R. 148 62 21'-4'(MV) PRIMNEW) N.R. 125 42 22'-0'(2641 PRESIRM D N.R. 116 40 24'-0' (? n PREWRE W N.R. 91 33 14AFF 11131 17T LOAI)R FOR A- PRECAST 8 PRESTRESSED U-LWTtL8 4""•+G". SAFE WAD - POU08 PER LW:AR FOOT TV LENGTH Bf6-IS own 672- vix-n N7F17 snl-27 fr N7E-7r 1F24-IT vn-u WJS-rt 92s-v lW-rt an—r r-e (42) PRECAST ISIS 205 4 4M4 11M 1 183 2W 324 4704 SW 6132 70D1 4'-0 (48' PgETAST 17O 206 300 381E 607E 13N 5 3W 381E A10 607E 4'-6' 7 PRECAST IlW 10W 2W 3373 4711 637E 12117 2010 27W 3313 4043 4711 637E 5'-{ {714y PR81lST tell n 2D6 2811 389 Sic 45V IOIe 1715 227E MIS 374E 3151 1622 6'-10'(707 PRECAST 2363 M07 NO 4133 Ell 15n 3W 4W 6'-6• (787 P iT eat 1 I 3 134 1107 1861 t7M xsi 3712 7'-b• (af17 PRECAST. ra 1 IBx 2WS 2W 322E ra 120 1Bt4 207E 247E 2W 332e B'-4' (112) PRECAST al 706 SIM 104 161E 2167 I= 9) 80 3 a ISO Still 22" tEfe 10'-fi (129% PREtiAST t 6 Itte 1411 36 2011 316 M6 I18 l4n d 17e3 ZRA 11'-636) PRECASi 414 SOWS' coo 1037 1274ad 1533 17A 424 cor I un im tessail 21e1 12'-O"(144 PRECAST NE 45E n4 in I7 13M 1SSsms EID 1302 WO feI Ws 1- 4' 1 PIiETAST I3eD 6W 7e3 664 flu tsts 4W 76O 11m 418 S 1W 14' - 0r (1687 PRECAST 5so 714 BM I 1220 R33as7nIDO1N2IEW1M-( 176jPRfSTAFSD52° Ins nE tul 3t6 to 1303 319 I1S'- 4'(1841 PRESTRESSED W 31) cowas ale 61s NMI mail7M m end rA 1x E11 140 1054 61e 17'- 4'(2Wj PAUCITIES= IW 162 306 340I Btlt 71 CB I 751 N71 1N3 191- 4' tan PRMREM IM 2!E 346 447.d 6N 69 N I60 tW 49 of SO WBIt 1050 217 21'- 4'(2587P1t67RE55m 142 141 204 2Il 3W 1 373 01 3 m ad 460 721 ad 6e6 M m 0A 2.- 0' (284') PR[SiRESSED 137 1N 197 n3 215 37e 61s 402 rob 646 6w a3D MI 2581 PRTSTAE 1x 17E to f e m tx 70t 1 319 SL 19 66e W6 n THE xWBEA5 IN PARET111451S ARE PEKW REDACTIONS FOR GRADE 40 ` SEE 9E71ERAL NTIE K 18 ON SHM 3 OF 3. U) litAb Alit rcmanl JUNWIRM colt 1-w+e W Pao ADDED REBNL SEE GENERAL NOTE NO. 4 ON SHM 3 OF 3. CBMIAL WE ND. 4 ON SIM 3 OF 1 PRODl7Cr14AVIS6D m pe ` 1 A77q 1AJ104 F7 e `, C7; CEN' ,/' f/ WGOOIUC2pav) ND W. u4010m Flwlouldlastaw 1da :• o/"* +MEIDoBbyes Aatealm¢ N0 - fAv Pd0 122 n iEQF .CRAIGPARRD40 mW'ci"Ow.6 1 L .. 0324CRSN SEE GENERAL NOTES - SHEET 3 OF 3 DFE I I;ap,+` FLbEFiiIEA FL SW u tt hlllltltf lurr3mallMIs CAST— CRETE 8" LINTEL FABRICATION DETAILS FUMM .atAMlt " • NIOUM M OI-14 U= t11 WA r MWnm rS - Im 10. 4GA{ f0D8 I0i fo RJ6C IaI.Zi ' WE RtWE n ROO Mica rd - RO t0. 40St Wz to IR tM t It 3 0 9 RACE GRAVr1V LOADS FOR B" PRECASTw12' RECESS DODR LWKrIEL.S A SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENS3Ti'1 tiRU6 t6D11 W tlFl EIFI eatsae 1®F26 m SIB 6UI6-tB ww-fa IRFI6.1 6ftfu- W71-{B W130-1 d'-4' (S27 PREGST 1635 1749 3365 3290 43H 542f 6463 76D ISOI 31 SRW 6Q6 SOW 0479 i TOSS) 4'-e (541 DREW 1494 15n 300 2962 3969 4246 4 69DO 3699 SM 601 WO 7P f0693 5'-8' (BB' PRECAST 91 Ino Me 2w 2239 34W 3960 tfp 2401 4367 M 1106 M?im 11711 5'-10°(70 PAH LST 810 Los IM ISM2124 260 317f 370D 1113 1 2342 4242 SAMod WON 74ft WWUJ 6, PliEi E J 01 1625 3120 50Y 7747 9443 BD1 1625 3120 6046 7915( 201 PRE= 09 70 4W 24W 3n6 370 7076514202/693776 St laul1187PREChS1411 4 PIS 15H t753 3120 4091 626999 1506 MI 3129 150 SAFE LAMMAL LOADS FOR R. unprAATad9w kFEASA hhln Ud_INTI A p ,, pool,,,,, V '-11'""- SAFE LOAD PLF LENGTHTYPE BRU6 8RF6 R CMU 4'-4\ (52' IM MAV 758 757 1184 4'-•6' (541 PMAST 694 693 1073 5'-r (an PWM 408 407 655 51-10'(701 PI M:6T 382 381 616 6! (8D') PAMW 595 788 464 7'-e (201 PRECAST 509 674 1 363 9'-Ba (fir)PRMW 370 490 214 1) IRE NUIdBFAS W PARMESIS ARE PIAC E REDUCTIONS FOR GRADE 40 t SEX GENE A1• )TOTE 18 FTLTO ADDED REBAR. SEE CWIAL ND1E NO. 4GENERAL may ptl1') taRA W MdatAy }sBR IMP tlAu d 0o t•e. b =a" e B' InmA 6WId• 40W p+ff1. 1m p r Ibb ewer .1• oI a d. aegfd' eWr dprQa d' el wL+' N ioR` yrn_Mtdlaa a9o.x 1ms m1 ASOf A64 W W yy p AQI OM IN b s$aAnt wyliy 14pen+ ebes(dmlq AW`v."F AaP'v' 14) Srb !. IY oo le.R fdf 0. aedr4 gtwolc sadee A e4 nABd YJ NhemrW MI S Le yVicitNwbbd e wft06 wp I. f s f6iby bd IX w rlf led b ae& l amtyfae 49d bdplt ad ema w edr r.e 1nO wd ewr b1g11 e9wl. B I 14 fb 9dd bo99d od 40a ib w4. W km MA band IMP *W t. 3) ftmw 14 AMW Me aed Imd)d , 17) 5ab bah o ••.,b,.a dw" Ice& let to b pne9db blmlo Me pad rdedkD INptil06MadbdlWdeG 10 Sob Dave land w tand dedp amw pff b on and Ap In opt dad BOt If$ Mabee B4II d661 VS Bf 6 d y .6 11) made .>e L AIII) Ib 6ddIaorcddPad q N pdta mea >4 decedFadbmI4a m.Bf6_17'-i• Cd ImMt atieb PRO CIAfi[.ik ED06e.u_ alp lb fkft t1f016&dkfto&lb lift1.7aetmt6eab6e 0 Dar. RM 1446 o agBSA ameye.fae Db -0 22 lk a 15gpAd 7) an 17 1.ew oar b. dkl!bW br b, R peas. A ./dbtLrd el Illd and mmdr aA bs sdRnLld BY ad/er ieooaad dnmwb. gamy 7 SEE SAFE IA1KJt1l LOAD y 1et a mef .wt.b aeeea9wYd I o l R It. ede bee MM u nah4loaiyppalsYdm.4eABe1 asdld ow day d d-v9' Im. Or h:: OR dW ' ly 6R • 6d bw PROI 10 6dlm bed aNd rdar b It bnb4 at 0. belta a lb wd a.Ap 1/1. GS TV is RiBAR BARM OR40 or AR60 t — • SAFE UPLIFT LOADS FOR Ba PRECASTw/ 2• RECESS DOOR U-LM'fELS 4c^= V" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH IIG•-ti ID-1 IpP11-1 6-1 t 6R}76- 6GS6-rt s-n 6• 976T4- e163t 66E26- N6eD- 4, Ie.1 1"` / 1668 M TOSS 3751 440 6140 1106 1M 1 2162 3050 3751 1 4445 6140 4'-C {S4' PREfJ4A W7 tW4 nn 2939 3W WS 4943 60 104 1 2t72 2N9 307 1 4275 4947 5'-6' (136 P1tFCA1T W6 1 IM ImpM4 3992 3911 67S t269 I 1797 1 2654 1 3362 3211 5'-10'(70°) Pfl1rASJ 655 12W 171 2269 VYJ 32M 2A9 6A 1233 1 IT" 2259 lIn 1 3W 2799 b,,a { PRkTASE 570 Mmal 15300 111W 2429 2=04 3N9 5)0 IOW 100 IND 21t9 I 26N 30 7'-6' (gel PREG SE 606 742 4 1766 2169 2597 2169 06 13/4 1765 2166 21M B'-r (116) PAMW 466 664 I222 6s6 21W 3o 6W 10>1 NRrM I we I f) THE NIAIBM IN PARD(Rt13tS ARE PFRrEM REDIICRONS FOR CRAOE 40 MU) ADDED REMUL SEE GERM HIM N0. 4 TYPE DESIGNATION fl rF-mom MR/v. WRDID arm r• '" ' BIC ` 89--lB/)T Jwa6 L ois rJh- w t • 4t P a. 91r1h.1?ImMO = 4d ea7o ti-o) q7k: ld• 357 —m .... •n' nc .J: eve S, tJt11 o9a1r L i OF am twa XJCTRBVISM AMR BVAID W LMU- Ind QMI.4i,6,116aFTad 67wonEd{RA 1» dmr1Ddldkir. I lQd CnaLitN('r-•'.'•2 PLa° e0 /d oz ORAIOPARRMD SM OR 6l9 EFFT4BIi R M94 ilia. 1-j err>-i1'T9 i"vr1rLi r. al:f Fa! 61Qir1WrfLrli iir[i::rAd1c •, • 6 n; aeraytli; nM;a,Lirit :r•'7.r.7 / •,Y y< : hA( 77rTd PId:llr;r97C9fil; iyd:IMKI yt:'i Y r. w._.... QT ,.., , I:\Il71f11T h:r:IHif FI6b%11:9 S I.\:aidrfyaf:7a a a'/Curl wls, 6rI RXEMM M IAM MADE M1AM-DAD9 COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 iW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Want, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) myminiamidade.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 AH.I). 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" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Panino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, PX., M.S. NOA No.17-0821.18 fi Expiration Date: 09/1112018 Approval Date: 09/28/2017 04 / Z 8/Zd/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of I, prepared by Craig Parrino, P.B., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel We Load Tables'; sheets I through 3 of 3, prepared by Craig Pmrino, 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 on flexural testing on 4' , 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon., P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pmrino, 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.B. D. KA.TERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, 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 Micnni-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 # 1.2-0209.12 A. DRAWINGS 1. Drawing No. FD9612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTB ER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifjdng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (BAN, E. MATERIAL CERTIFICATIONS 1. None. A'1125 d Wiz4z--1-1 el-ffefm,y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11t2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA Inc, ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel We Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 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 SUBAflTTED 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 (REV. 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. Eieimy A. 4akar, 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 i AST & HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TARLE r,eiltr.>y:3arr tti [ter ea:=1.:>t r:r• racnt r::scMrsa Ir><e>•-r„rr 6" PRECAST U-LINTEL DATA TABLE FZIA KamfITi'• n:EAv=E'ff'1. C2lo C C L.it.l.s J C'GCiOf/t?L'L1LY L'IIJ s<w ralyr.rr:J.L.lraacTrs'n rrsa rvlJrnK LLC L7 KTz irlL='Jf aT9ile,Trl i'ESi O:/IJtM rr>a[*?7C70t li"dT9C71T7 1G'.E7['ziO rmar+*s—.>.r rr an.>t:rz911r a rtaarr carcL eR•ar rrte.Ira-,arz n may m r1„I rr 1 rr r IR 72" J 1 rr At rem.u.lera r:n!s::.ule-arz Jo rrL7 mreLi:JMCIAr er±araao fial Ri:7Q rlLL"!.1 11f:L11K""' IC-1- iLL' t i Z'JM ICJ t7 Tree -e TYPE 'A' spje IM 1.. 1911. mfl K ra earK V MMU M M FAnW MA FMWa ANIMAL 0 0 RKWM W COMM LA= AM CMW K OpKIArm as OW WlID MM III MMM KO M COUM CAIPCIM MeL m L KMIAIWO MMA r/a me A= AAIII a, It. AIM a Am 4 'mum AMMIMI A AW W DM WMMA - KM M KAK N AAM ARIA L KIM a ma Xm M MKYIM IMM" AK aMOO AA MP L COMM A11MWr0 h . NO tM AM MAAIL Mm AO 00 MW CM Ma moons w OKMsKCeI11M MUM - l0. 4 tAmw Lm" h - MA K>mM . am mm4ALA. no m mmm "aO m"s um WOK a WfM Atm VOL K CK KK mL M 10 K MMMI MIO MMI A Mam IMm MAGI M0. m A AIM If MMl MI@A M1O MONO IIm mm Y'AKjiitl u uurlM rf l 1-•T I Z:1 FZIA=' [f ID-'B rr17 1'0iii7lT-Cl.7u rOO r oesrruMr.. 11.+rza racr.v.r vc'+no LCi c", IA MI ' JMSL)•f.JL'._AM vLLf...:111-fW M:rlJts M ecyuw rr use: It:s:u+vc t:1rrrJ r'tJf, GV+CV Ti lJfl i:;1/ic-"Vrl]17.11 1 0•r/t!• r+r_. v rca rL+ur.-M.; >• ra: ,I c fr.+l t. crn rr.a r,-. >• CCJ rCCL I:.)[:.7:S::JIC JIl.7.'L^iOLA"mO 1 PRODUCTRLVI m BoUdLe i roaMnPjylllp ilh lllAflmi Ae ml - p V./g PROklift wYI ar-N MPk1WaZ /B gdkW o _ pg o. M3 t i3oviii, b, DM CRRIOPARAWO a L' SUFM Fl. 33M 1M c I >a PRECAST AND PRESTRESSED LINTEL DETAILS l7n r'• . 0-Mn-nra wm ==I - of muw nr +Diem am uun s mn USV omeAe>m m c" FAUM fi KA191M i fIDll 1 Q 1 I GENERAL NQTE a tube b e°m"'mJ' I OOAJs1a°cw.ctnon.c Asolm p p.urs 9) All rob hod teblw bowed an vdal®In 4 Inh oor d bm4iP Du&m M y%z 9 b famep e(A bb bu am J 1/J baala 3) waste b0 mortar bd and Mot)" h gwob Wbm e Maa Qdo Ibe pull 100wtlea for fn=lc vi e 11tet<j . w tuelq s) AJ tabs mrl as emd 'Indaw limae k Imm flvsy@suboroaN1/Iwbg ddkdIse Or floia0 to omEBmf atWbb Ise Artie BOOM CdesedanIJDLs. u aWVaabl n shoo lid 1oM, a*., 71 ea Y tmtdd o/ 4m A &a brbmm and am".. N b l a ahwMvt .cd loW amd mm p* 0% beON sch bw town by mhTaeNR1to" ofW r A tr Uekb om nwlodmae rB s-I b" wtam d B. daft to omvladYe eatlml aea mwbdn one 13)> dasdtxmwd ON p b vdl60w • qb dd Mar eppeee a er,a mye.oeecw 14) IItW, Mo°°°M b ere lMd'b+enVp i I!. h Y.pu.lne ° rrJmt bet IedeaaH hoe Sd + Sbfe bee S ID 16) ra m rob bld h*b oat akm ms ede bd from o•d: bur UP Yam 19) M Nd WON Iml AM lm ear Imd hom aad Impnt IKIA dM& M sda bode em acpdi I 41m.Yaa bet. to) Soh bola based m nand dmbe wW4sb Pr 10 MG me A0 31L IJ) AdMwd teoddibabfoa:ed bemmkldda - bNb®tR 4 Asada RM w Se• a rlwl m SEE SAFE U7F1lAL LOAD TA91FS Fort LOAD RhIM FOR mm i'> Y• Fl^ REAL COMEm 1/ 2' C[R TYP irr, (1) /6 ROM FOR r Ll1W FOR Or UN 5REHABIELS ORJO or MOO SAFE LOADS FOR 4" SOLID LINTELS Wr- 44 6M GRAVITY TYPE LENGTH 4S8 3'- 6' (42' PRMW 1180 4'- De (48' PRECAST 959 4'- 8' (541 PRECAST 789 5'- 10•(HO PRECAST 460 6'- e (79) Pffl tW 360 7 - 6 (907 PRE= 260 9'- 4' (1121 PRE1 W 156 10'- 6'(125-) PREX'W 116 12U8 4At7 046" UPLM7 LATERAL TYPE LENGTH 4S8 4S8 3'- C (421 PRMAST 687 371 4'-• 0' (481 PWAS'1 597 320 4'- 6' (541 PRE7A9 529 258 5'- 10• (701 MAST 407 148 6'- 6' (78) PK= 308 118 7'- r (901 PRECAST 280 87 9' 4' (1121 PRECAST 187 55 10'- 6•(126) PRFTW 152 43 12F8 12F12 12F16 10) RR - MA bbd ••e• 11) Jenom " omm nihar b be bmld Y tb mum at B• bld or*. 'r' If 3• i'''•' c i•y•il'i4 BUB BFB 6F12 6F16 PRODi1Cf118VISOD ;C.iL••. bom,ply altk Iba PoaAd[ 1lti'.ti :.., TYPE QMMATIONDER rr- muwaam/n ba- a+ nAB • • • • •,mot%. •,,.^ : a~,t.'i .st.i •, Ise. v IAm 4mr' a • -^c.':,k r. t . '•`.;'' a. r. 12F16-26/ 2T toms rmvJ J morn a b moamm Lbc+, rfer ?.•Y•Y•.':;' t>: ••w ..a r'.`,,;:'. 1, rv.. A pppffflllaaa -, fy,:r 1 A; %'i.\•. .. .. Y:. r•` Oq7 N R t aCmw6f DT•' . ' ti':1rc S^: t..•i:(r•d: • a •r' n, - ova . • '' I 1 ' , , a • ^„ ' • • :. • • i 4S8 r1t ., t•, : i :e rS:J if 4 •, y- ;, '• Y G ' 0 12F28 12F24 12F20 r: rGMM e o ' A' • ra°io°oo oIm,r •• .'e `,; : * - PROd1LTIptDVf61iD W mvo Im r Lrtm ' S, ' • Dult TM^Wt# CodvAlbam Room" A I' lmtdn 1, a Iv,.o mtrm • • •, • • • .• : °, . :CRNGPANWNp q Jp, a -O ° • °? It Ida1@teb 17J11X % ( +'+ !8 6F32 BF28 6F24 6F2D i,s'SjON Eft". SUNK FL MM ud a• R_ P.E.UC.N0.44768 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES GUM— " .: mr ROIL 0lDw14 am Jr me mu WA L. LL11 f 0 1111 Wf awa m OAV rt - bl0. m 40s• VtAJB:Rx UM MUl l W s SAFE GRAVITY LOADS FOR S" PRECAST U•LWTELS Oma l SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6181 1 6F8-10 6F12-1 6F16-10 WA-10 04-10 928-1 6F32-1B S-6' (421 PRECAST 2332 2876 3892 5050 8143 7227 8297 9337 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 72V 8297• 9357 4'-8' (541 PRECAST 1654 1537 3633 5050 5148 7227 SW 9357 5'-10-(70l PRECAST 1067 1280 2198 3557 5734 7227 7 8225 6'-8' (78' PRECAST 949 1078 1831 2850 4328 6737 B297 M 7'-8' (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 11, 9'-4- (1121 PRECAST 584 66D TOSS 1523 2084 2795 373) 5017 10'-6'(1261 PRECAST 503 566 895 1270 1 1706 22M 289B 3747 11'-4-(1301 PRECAST 457 513 805 1133 1507 1052 2492 3183 12'-W(1441 PRECAST 425 417 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 646 895 1170 1483 1952 2285 14'-O'(I6111 P?E= 351 392 605 835 1OB7 1373 17(0 ZOB7 7'-4'(208 1PRECAST N.R. 299 459 820 794 285 1198 1477 1) THE NUMBERS IN PARF.NiNESISARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 SEE GENERAL NOTES — SHEET 1 OF 3 P,=' 7 SAFE LATERAL LOADS MR An Dam -ART IL lurm A SAFE LOAD PLF LENGTH SUB 6Fli RCMU 3'- 6' (42 PRECAST 587 1055 595 4-- 0' (481 PRECAST 487 787 445 4'- 8' (541 PRECAST 410 09 344 5'- 10'(70I PRECAST 30D 35D 198 8'- 6' (781 PRECAST 263 496 157 7'- 6- (90j PRECAST 222 367 116 9'- 4' (11T) PRECAST 173 352 74 10'- 6'(1261 PRECAST 151 276 58 11'- 4'(138) PRECAST 139 311 49 1Y- O'(1441 PRECAST 131 277 44 3'- 4-(16D') PRECAST 117 223 35 14'- O'(ISn PRECAST 111 202 32 17'- 4-(20n PRESTRESSED N.R. 130 21 SEE CDERAL NDTE 18 17- m5_1 7 \ SAFE UPLIFT LOADS FOR V PRECAST U-LINTELS o m•own SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TIDE OB-11 02-I11 6P16-1T 020-1T 6F24-IT us -it 6F32-17 3'- 6' (421 PRECAST 1412 2074 2715 3356 3997 46M 5279 4'- 0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- 6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10'(707 PRECAST 931 1222 1600 1979 23P 2736 3114 8'- B' (781 PRECAST 723 1097 14378 1777 2117 2457 2797 7'- 8- (907 PRECAST 648 W. 1249 1544 A 184014 2135 2431 9'- 4- (112-) PRFCW 373 671 980 1252 1492 1732 1972 10'- 6'(1281 PRECAST 514 462 787 1121 133 1551 1756 IV- 4-(1361 PRECAST 474 404tmm 685 985 1213 1442 1645 CM12'- O'(1441 PRECAST 454 J87 819 888 1093 1299 1506 PRECAST 402 308 516 738 w BD6 1D76 1247 14'- O'(1881 PRECAST 36B 285 475 B77 632 282 1145 17'- 4'(208 PRECAST 253 to 208 338 478 585 693 803 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE CEMERAL NOTE NO. 4 PRODUCT08Vmm 8986% Imvlo, lm ZW — 0 2118 1 q. 4 P90bUorRUVISOD f ;**? 0WlP' `• CRNBPARRL.'O A V2, C` 6 •` 6524 CR 579 TONAL nsmall0iO" $MFNIR FL 93584 R_ P.EmND.44756 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB WItwff D co p QoI'l, ^ 5 n0e n a n eyy G n O Q a n it S Is 11 is Q ^ m j q O a r JIMn I c W w a N a oSpt m p} 7 _ W V r N LL. cn C t!J e G d x asAA, c o•• I C w W 7 Ii OI 1 1 T .J N N .- •Qev U. ToJ Mp pNyW O N yJ ' n n N N .-. •'• fff,f,etttttt,, - 57 UO.6 10-0 x in n a O Q N I' nN0mn w G Nra i W O 1. ON N7 WV d 3 eN- C W LL C S s n n NN a k1 n= 2lS id iii Nd^ Q r N mmm N N p ym mom Ny n l cp Cp hm N d m n a o m m aaIUD. n N N a0 N Ot n n b O r pptD p N O K K e0 N V' A 9 N N N N 2 2 m T T fig", Q O o O O O N m m ppaNNNN ff. d n ti n V r7 1WfQ gp Vl L" f fp qny fqn N m rtgf aO Nf V lil lia IF m0vter4 rA h O 1 pp1 n 1ft N w v L`i J M ifl If7 i0 n 01 MIAM(•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION D1YISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwnv.mianudade 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 ABI)• 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 AM (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 A 31 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 Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. 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. Makar, P.E., M.S. NOA No. 17-0821.19 MIAM tu1DE COUNTY f / Expiration Date: OS/21/2022 09 /2gIZo J Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert fled 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 #84M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-A420749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 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 04105196for #S 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 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 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, 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. el:Xie y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Ina , NOTICE OF ACCEPTANCE: EVIDENCE SUBNTI TTTTED 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 L 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 Jantiary.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 SUBMTTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUDNIITTED 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. Calculationsfor high Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. K OTHER 1. Letter from Cast -Crete USA, Inc., dated Autgust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Maltir, 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 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS J. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AM. 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. t ClYefiny A. Makar, .EPM Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05121t2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 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 1YP£ •A• STIRRUPS •+ W/ 2R O BAR M RRUPS 6 1 4 - 8 NMs 7 Y°0 8A RRUPS TYPE •w snRRUPS '4 In B" STI RR UIP IG'_i11r`IJ 7atl li:;'l+:l liii\1r r.1: Q Berri ntJi 3 Q't3".7 UEi Dt3':`:! iL'tii 1F]Qv Q iFi=si ClL7 Cil D f iCli DLtl7J iYiC ir Clfiiii 0 frCiit:7tLl ilEf Dc3'..+1 OLrai Dczi ! li[9G QIC itO V T 'r f>4yi 8" PRECAST W/ 2" RECESS DOOR U-UNTEL DATA TABLE i!ii Ti l s+mTY L!Yl:l'1.•'lii l• T m[i 7®I L rc"T ll i?"ET3 E iL'fla FG11 a E7CL L r7 1.> L.:! T'F'' VLEiS7 EIGCJ C1L\ t C1CJr€[L[T¢it lJ[2f 1L' ISC/t]c+EsaLE'CL[iGJd l3'.Fl7,•f il:> liu[ 1RYI•l'VG!L..1I:G f7/1tl• L:L...! R 5i VlYLJfJC.ieWRom., f1f N + IG R7Ll<1• t! FMAF U3=W 12LUZ r G1r l H10"FIZ a ar all •r.mu. X" Ros.rmyAa •• m wmmmmo Goe RAa01Aza mm r /r"RaY,am>' m x s RwT ,ni n omm' 27 7 plEMMM LrtIT R[a1WRCIRo M / MMArM M]i Im IBUPIRmld Wa1t"Im s flown FOR Lamm A[INVAL U Y m= or corntott[ tM NO am= a R1a WN= OR It"IMUM 2.1s a iR W "FU All• 1 Masm nee e^ 1'. aee m is ALL 74UM a am usms. R. oUl msns 7 1cmc - an R p. R. sWW.1&q91q! mntmsd N, ti ImIO ffi UM own N aamm Isv InaIlm Is own slum FM oat RO,KmM 00 of RR NONCOMS UM 1@ mUN etw a stnlan • R uo W nmlronalo tAUt won Z)OW ! seuss R>Iml am sn a sr .awns of MWPIWMU MIM TO CANm mnAND sloom N.p rboft code i PR DIII?RIIVIO 0 0 AS O OM PAWO 19SMCRM 4 R FL 3M• I", ' B.P. MIND.4 M CAST—CRETE 8" LINTEL FABRICATION DETAILS m AArc nomnry I nenc FnR g+ PRPeAST 8 PRESTRESSED U.UNTEIA Rso' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH as e7g-m vets 611s-9 ans-lo IFIe-W an" etla-oD an0-2a 014-W 924-ta ega-09 toss-fe eFQDe tmm Iea T4 4 RMW 2231 soil AID M43 SM a94 aSm lOml 309 46m 610 n17 074 told Ita9 4 -0' (48 PRECAST 1968 2slt 1 0 4aaD Bet 7Wl 101 t4A1 e9 0313 750 974 Ims4 1190 4-6' (S4') • PRE1/ST 1699 119 21t0 201 3753 45R I= alit 21m 437S 113 750 972 10104 IIM S-4' 64 2 PREGLST 121J 1342 1431 lama 2seD 3W 3M 420 IN3 3m0 A315 7S17 73R INs 10 6'-10' PRECAST f002 1105 IDS 01 20ls 2342 3000 31W 1451 a22 4XI) N 71e1 am 6'-B' (/6) PR13:AST gpB I= 21 30I 37W 4333 6M 123e 2177 3410 m1I II= r-1t (1D7 PRECAST 743 1011 n:t tm un Plot aloe 1011 I 21e1 3M Us$ Nm a02 9'-4' (1127 PRECAST 55! us Ills 1D2e 294 349 ale 330 762 tt44 180 2314 UM In IC-6' 12 PRDJIST 475 es! e9 1247 2"MD 27n 2163 9me w IOm 19n 293 2791 VNIg 11'-4'(135) PAECAST J62 632 Du Rw sail 240 3127 4003 Sat Do I= I89 RD 31a 40 IY O' 144 PREG ST S37 03 12S4 194 2193 LDS 36t3 540 03 1254 I91 ZM 295 35a 13'-4' 1 PRECAST 286 01 75S 1073 IRA leg 2316 ail 01 76S ION 14n leg 1315 Lm 14'-0'(186 PRECAST Z79 R4 703 10m I3a 1®7 2121 BID 40 701 Dom 1321 197 MY 2m 14'-S' I7 PRESTRESSED AR tO Im e9 le 24 4Sa 7m 1370 loot 7a! 11. 7 DI2 16'-4'(184 PRESfRF TD N(t Na IIII Ma 612 710 Inc INS 2m1 RE 2087 PRESIRESS> D NJL no 69 ISO no Imo 2DR19'-4'(23n rum ESsM I•R• 3 01mL2m42D7boIORrtIIDta 21'-4'(2551 PF ESi MM NJL Mits 19 33440 3M ail IN 14922d (264") PlI SIREM NR. lot IIt Da IN 7e1 f017 1 I>n 24-D'(21101 PRESTRESSED ILL I-ARIto mt e14 I ton IIm SAFE LATPRALLOADS FOR e MEA11e LL eneelOCncY1111J MrlA . p GL+BV^ SAFE IMWE LENGTH SUB BFS RCMU 3'-S' (421• pRmW 1025 1024 1538 4'-D' (481 PRECAST 785 763 13DS 4'-6' 1541 PRECAST 592 591 1073 5'-4" (641 PRECAST 411 1 411 745 e-10'm PRECAST 340 339 016 C-4' (70) PREMW 507 1 721 490 r-r (W) WAST 424 634 383 9'-4' (1121 PBfCAST 326 • 512 1 230 10'-0'(126) PRECAST 294 401 1 180 11'-4'(1367PREGST 260 02 154 12'-0'(144y PRECAST 244 402 137 1Y-4%16Dj PRECW 217 324 110 14'-0"(16D1 PRECAST 20 2293 10D 14' $'(1787 PRFSIRF3S® N.R. 2M 91 154%lae) PRESTRESSD N.R. 1 259 83 1r-4'(208j PRFSDOM) N.R. 194 64 19'-4'(232) PR6SIRFSU N.R. 148 52 21'-4'(2%1 PIDSTRF3O N.R. 125 42 22'-0'(2641 PRESIR130 NJL 118 40 24'-O'(28t) PFZTR M N.R 91 33 RA = IIPt trrt I OAll- PMR R^ PRECAST PRESTRESSED UmLINTELS wr.o'c SAFE LOAD -POUNDS PER LWARFOOT TYPE LENGTH ms-rt elan 90-21 Im"T IFte-21 IT W-al e724-Ir r+-er erra-+T ern s ow-D erse`r 3-0" 4* PRE1'W faB OR 4 am sm 7w 150 teas 301 4314 52m I n 7001 4'-0' (48 PIiEIi1Sf tm 3m MIS emD 13m 23m 3060 lala sm Ima 4 $ (64,) PR[CAiT 120 200 2107 33A tots 4711 0A 1207 Hilt 270 3316 4013 011 I= 6'-4 B47 PREI;AAIT ME rn tt7e M09 a 4M 11110 016 1 205 MR ISIS 311111 OU 5-10'(70 PRECAST 293 3 4133 txi inIs 1517M I 2393 3 w 6'-IY (78i PRECm Its>a t3>y2m 3251 an 14W 1I6e 27DD 32sI 37u r-e' (80') PRECAST,! teN ems LD a m 7D 12ri I IR4 I no an tat? 329 9'-4' (1127 PRECAST ml 106 I13I 04 1e16 2 2b0D 91 an 1318 IRO 1D9 2w 10'-G'(t2II PRS'i1ST WD ma we Ills 1491 t73c 2011 em as uw Im Del 2Dls no tl'-4'(t3I') PREIYISI 04 em ID37 Ia 1522 I7s3 424 sm 13n ISO loss 21a? t2'-41`044% ffVASr 479 49 21 11 I31D ISm 470 no D4D lom IIls Isl B7S 01 13'-'(160') PRECAST all 3e0 ls7 7e! DI4 He WW 421 • 4ls Tom its is I Iw 14'-O'(I66)PRIom sat 35e 50 7a I InD 410 425 7D 0m IIM fee22 IN? W-4r(176) PRBIRMW US 24a 395 m am WA 1ls 1 Ile ale 2u2 1734 15-4'(iB4y P S1AfSSTR 24to sn See M e a 00 lse 79 12 sn 14m t e 17'-4'(20n PRiS11ifS5Tn 1n me go74 1 12n go w 19'-4' (2321 PRESI In 211 34511,1140 eB 19 to 420 d losand 1w 21'-4-(256) PRESIREM to lot JOI a1D D S9 lm 141 1322 373 SA 721 Im 100 22-0'(2647PR[SIAESSfD 131 ID7 296 3" let ale mD 19 Zy Sa n e9 em m1 24'-r(208) PRFSERM O 129 I 3/2 26 492 612 u4 xn me ma 493 w e7/ J) 111E Humor IN PAREHEM ARE PEIiCEN1 R®UC110NS TOR CM 40 • SEE ODIEPA NOTE N0. 15 ON WE 3 OF 3. Ut1 I r TIELD ADDED RERAN. SEE COMA NOTE NO, 4 ON MET 3 CF 3. pjwRww"• 174013UCTR8VtSFD 0 0bvmt97da OEN eeaemplyGglrllhthe F7olldo oeds ( AcempomeNo f4 A rPm , 'oZ2 Amp _ og o 22 gjTE y By y,o''. nrterou un7C- - -MfirT S Of S me tmm ru1wll Iw+ In Ivn urvuic — CFNkRAI WE N0, 4 ON SHED 3 OF S py IM meDJmld. g9e n0 bo o t OM! L 094CHM 1SEFFM R. 63694 n bRETE 8" LINTEL FABRICATION DETAILS I:J;ItN f;kt•il'i>1:r lclll:\IUt: YYb1 rl 1 c y d: I:Dfi51QSI 1:I;liRC1O01 iWD 1I1 r F" i1 \ d'JGlay;7}9i'1 id U): f!W !I t \ `t(JF r '`7• i `•IIIi _ " G'a G I,.". lNi1; 1171 d:GG[ri 'iA1/Ulf ?f, 11k91HY. l Y/.l:U'll-YDI: 'YIY/i Cf B SAFE GRAVITY LOADS FOR r PRECAST W12" RECESS DOOR U-UMMLS M.*"- SAFE LOAD - POUNDS PER LLNEAR FOOT TYPE LENGTH 8RLI6 ffn- aiFi 01`1 s9r16.0 a1Re m also - eRa-ID w ww-Il 9lrro••1 somn-1 4'-4' (527 PREGIST 1835 1742 3w 32w 430 5421 ISDI 3W9 SODt seu soeo 4'-8' (547 PREi AST 1494 I59f 3aB3 1992 SSA 045 1759 3W9 eme 6639 eOED 31743700 5'-B' (68' PREi 11Si 866 9e° t770 1711 2L1 2139 uR 14M 4sa7 ex9 w V-10"170' WAST 810 ss9 1953 Im 2124 260 1113 23a 4242 M gZm M SW (80r) PROW 797 al 1925 3Im SOIe 7747 u4e 73w 9D1 tllm 31m wN 7915 an 1 90'j PREGISf 669 735 14w 2459 3776 big 7M 6077 7e6 14w 2469 37M 6743 1 9'-C (118) PREW 411 I. m I56e no Sus 4091 3146 t06 W ISa t?S1 3126 15D I MM LATERAL LOOS FOR n• eeenda>r.A000 emrtsca nnno to Iurn1 a C a SAFPLF AD 1 FIUG m—,—'" TMp" 8RU8 8RF6 RC IU 4'-4r (5* RR" 758 757 1164 4'-8' (541 PK= 894 623 1073 5'-r (68") PRL[J 4T 408 407 1 665 5'-10'(70') PR[= 382 381 616 B'-e (Bar) Pffm 595 788 464 7'-B' (90') MAST bD9 874 363 9'-W (11B')PREGLST 370 1 490 214 1) THE HIJIMERS N PARDMM ARE PERCFa1T RED MERS FOR GRADE 40 d SEE GEIIEIW. NOTE 18 FR1D ADDED REBNL SE GENE A NOIE N0. 4 GERM 121 vl afttl w oeMrd y ta! ywley ° maetnaul.. nr h ®feh P 1etl41md Lhldd rooa yPwrwweVoiebii. OO.OF"riil W 7L sd.tr mb A i lt Eshhd L vrl6ro r%L tlp d o eeDy7aWpdam4¢ta -r .eeden' 'm w eoepd er ml wm n e4eN aMgA391 MUDl0 w AN WAI l M9Imi6rto ytm ttedte , aif-d (y dy w t,(t..edd t1.ta h otib a l k a¢34e(lwiq t kYfy t'tlma ASDI mD 11yt d a 6 t IA 21 p .:a9d. I, aa rra 7E.-I Seft rr h Idmdr hal _ Igo o to pft wd k*b at On 1. ah bW ONO AM e.r be*g AM 6 1 ! 14 ro rod k4m. adom 1dh rah lad bae aol sabot No Ana 4 Flab M toner ed od boar yeti 10 Sd. b.6 K. N*d psd iea# etch rgtitommto 04 dYd OoLhOmiktDya p[td McMlph2t tQ S* edt kwd a rokW dK* mo%r W AAD o will All M 01 hack I N72 ' mot 10 htr+d . emadb m a. Yo. 9r dt! Aa d+fA Mo6:m P6 q Idtbrani w wmY. kia Iytl1 6 t/ t a1 ITS•-4' tad 1CaDC title 9EOD17CT dO4Q1Y7•D 1 otb awfn94itflobb9" mcow0 iyulb6tFhrf a q6 C wsuaft 4 StottDiedwneosolidISDOpi7) be J7 . 6w wee a tlAdbad ter bo 13 rebomDW- 0 ed/w dim" doteal 1i ra dNo*ttD as etdatdod 13y Ciuwd SET: 547E LAM LOAD 1) mc n eeo t°m r a d itin m. o:r1ORMWRLOW FOR D W HIM 10191. - IM a"ace II) Mom W odds! raper Is k boW d ik Was d 0. bM trd17. 1/2' CLR M 2) %5 WAR 8rl MILD wOR50 At" a — a SAFE UPLIFT LOADS FOR 8r PRECASTwA 2" RECESS DOOR U•LNIM S amB SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH wo.- Ir 1 arU-I e-1 11 WV76-17 aano-D ox-n un ar7442 arse- 6922- MM- WM- 4,, seta 23a Sass 3751 4445 ONO 90S 166E 232 3M 3751 440 514D 4,-. (51 PRPMEWAST OR 1w4 7272 29)ID 3w7 42754943 007 a04 2M 2639 3r07 42M 413 5'-Ba (6B) PlifIAST 108 1 A97 2320 2Si4 3911 ns Irm 17R Sus n54 MU 3911 5'-t0•(70' PFIEW US Iwo 17 VU td V73 3206 2719 sm I273 170 2m 27" 1 =0 va B'-B' (On PRECAST 70 979 I IUD 2429 20M 37se BA I6eD ISw 1112D tat 2s7/ S>M 7.-.r (on PREGIST4nm, 742 I764 I ttss 26R s9e 1364 R03 21a 2587 2669 9'-B" (I i n Pam 469 Bs4 12ti 154 1 21w um 1It72 Isaerm I 291e I J) THE NIAIBkRS N PARFFNINFSIS ARE PFRCa1T RFDLCRONS FOR GRADE 40 HELD ADDED REHM SEE GENERAL NOTE NO. 4 119. SEB E12 9E1@ TYPE DE8ICNATION Fm 66 r F 8F16-1B/IT willm W61r low 17 t J Dial. p7 1- 1%Y 01LR Ji.: f : J-• plLL tl Jt a, r 42at0 u a: •,. 1Sas01A9wICd ar t11afi teal tyA tom. •PRODUCTRI vmw _ 7 AM NN 1 9E32 SE2@ oQQ,, .... ., 74wawtmuk kemla l 9 Itt114Ety ` Cl,.•' EN , ' • O,•• ° 16% 1 r4a1e.m41de e 44WD me ti b9orn7orre Du 11e1rolto. uffol 7'/(oni re e 7 jy' r,: + C CRAR±PARIRNO !a I-'•+ C Rib ' B3241Y46T9 4.- . i:.:._."dr1 o AREA R. 85684 ' r rt ntaf; a amN09Nr rAlrc7:® ! / 9 DETAILS rnr nlrTetatwe't:;Iartcti,19 t1.6rS l.rc:1: _ a rth Id r11,viLila7 ran.. n • yy _ \I'+I.,. ?'c-n= t, rua 1 I! rt r• Ia yrczrcri n:. -all sla rl1 rye r1 tr isritr.9 r,a.e. ura,Ir.rawaa/411t;; IY/YIAr 1 r, FEB 20 j I r 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18 - 908 Documented Construction Value: S Al&kgiog % 1711 5. c' o Job Address: 3°1a Yy h o D Z)4 gird Historic District: Yes No Parcel ID: 17-20-31-502-0000-1 lLao Wyndham Preserve Lot Mo 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.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 State License No.: No CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN 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, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5m Edition (2014) Florida Building Code Revised: June 30, 2015 w dw`J I ' 3 -k3 - — Permit Application 51)3 3, OzS---- 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 [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 14 a- % -vt Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name jIA- Signature ofNry-State of Florida V Date Sheyne Mangel NOTARY PUBLIC STATE OF FLORIDA Comma GG113111 yCE 1 Expires 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[ Electrical Esc]' Mechanical®' Plumbing® Gas[] Roof Construction Type:y(!> Occupancy Use: Flood Zone: Total Sq Ft of Bldg: 2 r I S Min. Occupancy Load: I # of Stories: 2- 23 New Construction: Electric - # of Amps ISO Plumbing - # of Fixtures \—I Fire Sprinkler Permit: Yes No ET # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: Its I UTILITIES: WASTE WATER: ENGINEERING:BUILDING:—'IF 3-1I.19 COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 3c0 • B"/° `t" fl t605 6y 4eavor-T, Gcl, Revised: June 30,.2015 Permit Application CITY OF SANFORD is j BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 1-1 B. la 910 Job Address: 3°I 2 5 __-.Ax\WY1art. V .Historic District: Yes No Parcel ID: 17-20-31-502-0000- Vltao Wyndham Preserve Lot 11(o Residential ® Commercial Type of Work: NeW ® Addition Alteration Repair Demo Change of Use Move 0 Description of Work: Construct New. SFR Plan Review Contact Person! Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 :Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1406 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 Greeriwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-6477-0700 State License No.: No CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail; sives@muihemkulp.com Bonding company: Address: NA Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COINIMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that -date: V Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Applicati0n r- 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.ofthis.county,.and.there may be additional permits required from other governmental,entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID a-1 -1t Signature of Contnicmr/Agent Date Robert Willets Print Contractor/Agent's Name LI.vI..G1tL Signature ofNotary-State of Florida Date Sheyne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 yct Expires 6/21/2021 Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: /9f WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised:. June.30,2015. _ _._. . .. __ _Permit Application.. Po 1e'=* 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: 3935 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1760 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ,FICA • • ONL Flood Zane: 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: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP8 18-908 Reviewed by: Michael Cash, CFM Date: Marchl, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & R18 04 Landscaping in Right -of -Way www.sanfafdfl.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 oonstructiorl 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 dearly identifying the size and location of the existing right -of --way and use shall be provided or application could be delayed. Callbdorovwft 1. Project Location/Address: —2fl35 Z0mt'iY4bw',bln LCop Z:Ar,&"4 V-L- a1-13 2. Proposed Activity: 0 Driveway 3. Schedule of Work: Start Date a Walkway M Other. 4. Brief Description of Work Construction Of New SFR Completion Date Emergency Repairs This application is submitted by: Property n Signature: Print Name: ( iC Nate-1 Kr^r P Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fa)c 407-647-0700 Email: shaY"8•"f96@s1miat"hOfAm-c`x" Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in a000rdance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. Signature: understand the above statement and by signing this application I agree to its terms. Date: 2.-12k, lg 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: - k - ZO t Date: November anw I I.. Md.— -M REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Wyndham Preserve - Lot 1ltpproject Address: 3935 Sanford FL 32773 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I . This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Willets Print Name of Ownerfrenant Print Nam of Gen. Contractor Print Name of El. Contractor Signature f Owner/Tenant Signat of Gen. Contractor ignature of El. Contractor CGC 1522347 62 0-00qf p Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) MUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: A- Q -1 % I hereby name and appoint: iAmy 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): 17' The specific permit and application for work located at: 393s s.t nr r ti moo, "Z rik nd, Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 15—day of N200 (, by hart 1 illeto who is ersonally known to me or o who has produced as identification and who did (did not) take an oath. shsyne Mangel Signature NOTARY PUBLIC TE OF FLORIDA Comm# GG1131 t 1 s^CE 14N Expires 6/21 /2021 Rev. 08.12) 32 aA4r e ecaj Q2l Print or t.We name Notary Public - State of Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # IR -9 c%SL Address: 3q3< Sm M om{{ BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECR ALiERMITkt Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough 1000 Electric Final i Inspection DescriptionMinMax 10 Plumbing Under ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MEcT. N, I-C L PxERVI iIT, x;7 1 Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Page 1 of 1 Grant Maloy Clerk of the Circuit Court & Comptroller Seminole County Clerk of Courts Verified as of 03/23/2018 Search Results Document Type: NC File No.: 2018016836 Date/Time: 2/13/2018 10:59:03 Book Type: O Book/Page: 9074/1260 Pages: 1 Consideration: Legal: L176 WYNDHAM PRESERVE Grantors: STARLIGHT HOMES FL LLC Grantees: RE NOTICE COMMENCEMENT Page: ' J 1 v S Rotate Lett Rotate Right Reset PDF / Print Page PDF / Print All Pages Image being retrieved, please wait... 1 o o Larger images take longer to retrieve. 2016 NeWision Systems corporation http://officialrecordsbv.seminolecierk.orgBrowserView/ 3/28/2018 CITY OF SAI FORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION 1 V0ApplicationNo: D cb Documented Construction Value: $ SC7it0. Job Address: .C11'SI'l (' Historic District: Yes No Parcel ID: — —2>-Sba —Cac ResidentialvICommercial Type of Work: Ne Addition Alteration Repair Demo[] Change of Use Move Description of Work: Jill' Ski P1.J Canr,-1-Ir1.4 C tY1 T"C AI J iPtiY J#_ 4 "' t Cf— t4LM9--. 1 — 011a .. Plan Review Contact Person: Phone: LL&D 9 Fax: Title: n', z-C c'_nevGcgG.1 r. Cc I Yj Property Owner Information Name Street: L r'--1'1•(1 City, State Zip: Phone: Resident of property?: No. Contractor Information Name Phone: Street: AIV cr Fax: (tsl) ( b 2 City, State Zip: W- v=7-- State License No.: OAL' 1O 103 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govenunental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Ownv/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID S, v Signature of Contractor/Agent Date oto-n--f- Q_ , (LU I n Print ContractodAgent's Name Sign t o r' a Da e Notary Publle State of flodda Connie Lee Kulp ft" r. 10 a My ComrrNsaion GG 1458ti6 ppd Expirea 10/2tY2021 Contractor/Agent is ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application Job #: 34695 1 ADDRESS: CITY/STATE/ZIP: Order Taken By: Job Contact: Job Phone: Date Requested: Date Required: 7 atanlght Homes - AWH 1064 Greenwood Blvd Ste 124 Lake Mary, FL 32746 Equipment Brand: 5 Woolwine A/H-1 or Furnace 4077301311 Heater or Coil CU-1 T'Stat: Filter Base AHU Location MUST BE ACCURATE AND CO WORK ORDER Lot / Sub: Job Address: City / State / Zip Model/Bldg: Carrier 14 Seer H, F84CNP03OL00 CE2401C0S CH14NBO3000G TH622OD1002 N/A 2nd FI Int Closet 14.00 SEER / 8.2 1 3 R-410a A/H-2 or Furnace Heater or Coil CU-2 T'Stat: Filter Base AHU Location Efficienc MPLETE. Bldg. Permit# Township: Sanford Incl. on Builders Permit: no EAI Pulls Permit: es Builder calls inspection: yes EAI calls inspection: no Ventilation Cost: 385.40 PO Numbers Him-3 or rurnace Heater or Coil CU-3 T'Stat: Filter Base AHU Location Efficienc A/H-4 or Furnace Heater or Coil CU-4 T'Stat: Filter Base AHU Location Efficiency Zoning Brand: Honeywell/Johnstone Vent. Damper Zone Kit #1 ZD1 Zone Kit #2 ZD2 Thermostats Z03 Transformer ZD4 - Surge Protector ZDS _ ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 Qty Yes No Grs.Stamped Stl. 14 X Flue Pipe: _ Grs.Stamped Returns 6 X Filter Base Grs.White S/A Adj. X Mery 8 Filter _ Grs. R/A White Alum 2 X Elect. Air Cl. _ Kit. Hood Duct: X Conc. Slab: _ Kit. Down Draft Duct: X Heat Recovery: __ fan 80 cfm BFQ80 3 X Fresh Air: fan lite BFQF70 X - Bath Exh. Duct: X - Special Instructions Or Comments: Der Vent: 1 X Accountin Oe artment: Job # Invoice Due Date: Task - Description 03-Fabrication Labor 04-Installation Labor 06-Piping Labor 14-Kitchen Vent Trim Estimated Hours Estimated Cost 2.86 36.04 Rou hin 28.53 427.95 6.75 114.75 Trim 02-Material/Tax 01-Equipment/Tax 09-Permit/Other 011-Delivery Labor 20-Pull Material Labor 12-Startun Lahnr 1 307.39 1,339.77 80.00 Permit 1.46 18.41 2.92 9 en 36.83 Total Contract: YSISOAI 1 I No X Project Summary Job: Starlight -Wyndham wrightsof" Date: 6/1612017 Enure House By: Energy Air, Inc Plan: 1605 S Endeavour 5401 Energy Air, Ct. Orlando. FL 32810 Phone: 407-886.3729 Email: GRenner@energyalr.com Web: www.energyalr.com For: Lot 176 - 1605 TL, Starlight Homes 3935 Saltmarsh Loop, Sanford, FL 32773 Notes: beii6fi nermafI1Qn,, Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14446 Btuh Structure 13543 Btuh Ducts 2243 Btuh Ducts 4007 Btuh Central vent (38 cfm) 1082 Btuh Central vent (38 cfm) 738 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17770 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18287 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2828 Btuh Ducts 831 Btuh Central vent (38 cfm) 1133 Btuh Heating Coolingg Outside air Area (fl2 1653 1653 Equipment latent load 4792 Btuh Volume (fN) 14246 14246 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 23079 Btuh Equiv. AVF (cfm) 119 62 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 470F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 33 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE 9ofd/itatic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-SufteO universal 2017 17.0.28 RSU02534 2018-Jan-19 15:38:00 Page 1 ACCA ...Specific%Wyndham PreservelLot 176.1605 TL.rup Cale - IYU8 Front Door faces: N Certificate of Product Ratings AHRI Certified Reference Number: 9162429 Date: 05-01-2018 Model Status: Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB036'o"B' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP036L The manufacturer of this CARRIER product Is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHR12101240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 33000 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (1-112) - Single or High Stage (47F) : 33800 HSPF (Region IV) : 8.20 1"Active' Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sate: OR new models that are being marketed but are not yet being produced'Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Resins that are accompanied by WAS Indicate an Involuntary re -rate. The new published rating is shown atom with the orevious (i.e. WAS1 retina. DISCLAIMER AHRI does not endorse the product(s) listed an this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed an this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the producl(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ohfidirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not. In whole or in part. be reproduced: copied: disseminated: entered Into a computer database. or otherwise utilized, in any form or manner or by any means, except for the user's Individual, 94M personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org. dick on 'Verify Certificate' link we atake life better - and enter the AHRI Certified Reference Number and the date an which the certificate was Issued. which Is listed above, and the Certificate No., which is listed at bottom right. 02018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 13169676894472716E CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: Documented Construction Value: S 18-908 KR Job Address: 3935 SaR-w wrSL.,r Historic District: Yes No Parcel ID: Residential 9 Commercial [ Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move [ Description of Work: 4:,r S rrZ . aL-C p l^i:.,ls - ,nci eca_ya t I.c-eW- L12,t i -4 Plan Review Contact Person: Pl a*,%S )9 ,t IoLoe-t -eur- Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Pl to vA(oc S c, Phone: Z - 2 -F3 3 83- Street: Ck-+0 1 Fax: _-t4 c i- 2-4o -• L44 B E City, State Zip: Or-Ica-6-NJ 0 1 ZiZ-1 State License No.: C-FC o 2.0 3 4 Z Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOE PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST I RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAI FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE C COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pe furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that mayfoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as we 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 2I the time of permit submittal. A copy of the executed contract is requinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmi' The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issukaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction ve 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 1 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/ Nam 3-Zq-cam Signature of Nota State of Florida Date Signature of Notary -State of Florida ' Date gn ryAm Eftfto PATSU WCUMMSIM EXPIRES Augu 00TaruNptbyPd Owner/ Agent is Personally Known to Me or Contractor/Agent is Perso y Produced ID Type of [D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricalEl. Mechanical Plumbing[] Gas[] Roof Construction Type: I Occupancy Use: Flood Zone: — I Min. Occu Load- # of Stories: an TotalSqFtofBldg: p car New Construction: Electric - # of Amps Plumbing - # of Fixtu Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: _ FIRE: BUILDING: COMMENTS: one 30, 2015 Permit Application Revised: J 12M 2018 i' 9507 Slate Road 52 123 MOW Road r asp 9701 Baochrnan Road EstabOAhusd 1973 Hudson, FL 34669 Valdco. FL 33594 -4_ f Orlando. FL 32824 11 www.RJKtetty com 7274M3-5486 813461.0707 1 407-855.2636 I Stale License S CF-=0 R.Jre KIELTY Page:101 Proposal No: 717-13527 PLUMBING • NEATING • COOLING Proper Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Endeavour - 1605 Lake Mary R. 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $0,850.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days AO materials guaranteed to be as specified. AD work to be completed In a workman like manner according to standard at deviation from spedficaltom below Involving extra oasts only upon written orders, and will become an extra charge a andabove thee estimate. All agreements contingent upon strikes. w de beyond our control. Owner to fire, tornado, and other necessary insurance. Our workers are covered by workers compensation T j AUTHORIZED SIGNATURE: THIS PROPOS MAY BE WIT DRAWN IF NOT ACCEPTED IN 30 DP We hereby submit specifications and estimates for. Master Bath Up 1 Tub Starting Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Tenet Gerber Maxwell 21-9121:28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet and aeth Up ---- fl1TubStallingAccord60x3071140120WhiteWithWallsAndMoenChateauTL183ChromeValve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Po vder aoth 1 Toilet • Gerber Maxwell 21-9121.28 White Elongated 1 Lahr Gerber Mamell 22-514 Pedestal White With linen Chateau 6490 Chrome Faucet Kltchon 1, Sink By Builder 1. Faucet Moen Integra 67315 Chrome t Disposal ISE Badger V With Cord t Icemaker Una With Recessed Box 1 Dishwasher Hook Up lMOUes 1 Washer Box Yes 2 Now Bibs Yea 1 Water Heater 50 Gallon Electric NOTE. ry:iasr r•,, Backfleing Included For Saw 6 Water Only (Slab Badkili ing By Others) 9adknow Preventets Included NO Permit Fees Included Water Piping In: CPVC 41Y Sewer Allowance; Additional $12 per foot 46 Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lion Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, spedrwatlons and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment tw11 be made as malined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 112%will be added alter 30 days. Any sewer tape deeper than 4 112 feet or requires bm*hoe or dewatering will be an extra charge. SIGNED 12 &=4a A / / DATE OF ACCEPTANCE 8 PAGE 2: / Branch: Hudson Edit By: Last Edit Date: 71 2017 1, D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 30,35 n rw, (Sh Lan Historic District: Yes No Parcel ID: Residential p(I Commercial Type of Work: New Addition Alteraat ion Repair Demo Change of Use Move Description of Work: ek ) 15D (11"7")10 Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name m Phone: 1DL 7 37t Street: I (IP 4(-7 1fePnLOUAIN V Resident of property? City, State Zip:LD 1rP,MQCL1. Name Contractor Information rlQ C t. Co Phone: IA{1;l " &()' Q i1 rr\\ Cc I J Street: rkSbn Fax: 7- JptI7R()1 City, State Zip: ( r r ' .Zj State License No.: 'F-C. ftr) ) t7 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 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: S" Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application rA NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID. Type of ID Signature Of Contractor/Agent Date Arift+ r brccKontractor/Agent's Name otreofNotary -State of Florida Date ro rar re PAMELASTERNUS cownisslon 11 GG 110622 e`. Expires August7.2021 A, A, nru audw notary strAm Contractor/Agent is Personally Known to Me or Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 201S Permit Application CITY OF SkNFORD FIRE DENIRTMV4T Building & Fire Prevention Division PERMIT APPLICATION Application No: t b - '90 d Documented Construction Value: S 45,000 Job Address: 3935 Saltmarsh Loop Historic District: Yes No 0 Parcel ID: 17-20-31-502-0000-1760 Residential Commercial Type of Work: NewQ Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 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? • n/a City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: n/a City, state Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/ Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: Bonding Company: n/a Address: E- mail: Mortgage Lender: Address: n/ a 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 WITII 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: 6'h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application i 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. SignaMm of Owner/Agent Date Print owner/Agent's Name Signature of Notary -State of Florida Date 8,P- . 4 JD- SignatureofContractor/Agent QaOe r- BtanauA 6 ebbs Print Contractor/Agwt'n Name 1 11 1.. Oelq--ylxhtr Signature of - tate of Florida Dole nstntr FARMoTOgptmg) f uhtic • Sene of f1aAda can dutian I GG 1166es My Comm.Upite+Am6.MU Ba dM ltra l Milbrot Matuy Ann. Owner/Agent is Personally Known to Me or Contractor/Agent is P rsonally Kno to Me or Produced ID Type of ID Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 Permit Application