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3978 Night Heron Dr 17-3194; New SFH
1 G CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:yi — 3 ( q 4-4 Documented Construction Value: S Ti - Job Address: 39-1 tA'4- r Vke.Yc>rn Vc. Historic District: Yes No Parcel ID: 17-20-31-502-0000- O(Qq 13 Wyndham Preserve Lot (D7 Residential Is Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA Bonding Company: Address: NA E-mail: sines@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF 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, fur aces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of th45 at date: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Pr ' P13 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in co 'ance ith all applicable laws regulating construction and zoning. I ign Ow.ner/A&At Date Signature of Contractor/Agent Date U Print Owner/Agent's Name O ignature of No -State of Florida ne Ma I Date Shay NOTARY PUBLIC STATE of: FLORIDA Comm# rp m Expires 612112021 Owner/ Agent is ce Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name 9 ( s ) I- Signature of Nota -State of Florida 0 Date Shayne Mangel NOTARY PUBLIC a* CS STA OF FLORIDA Contractor9(' n%11 GQ 1 t t owntoMeor Produced 1D pe o ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical [a Mechanical [xJ Plumbing Gas[] Roof Construction Type: 49 Occupancy Use: %Z 3 Flood Zone: & ^ i5 4x- 1, T7AUA0 TotalSq Ft of Bldg: 24 <o 2-Min. Occupancy Load: 13 # of Stories: New Construction: Electric - # of Amps I S0 Plumbing - # of Fixtures 1 S Fire Sprinkler Permit: Yes No Q # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: WIT C. 11-2.t-1 FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 9l= Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # j"7- 2uq 4 Address: :;9-7 X 0 ) eta' A.,-. 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i i PLUIVIBINCP6RMIT `_ Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OFIANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION orApplicationNo: Documented Construction Value: S I 1 Lo. 3'%0 Job Address: 39-1i N14-,r r "e.Yvn 1 r:-vc. Historic District: Yes No Parcel ID: 17-20-31-502-0000- 0b1 p Wyndham Preserve Lot LO-7 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: Pemiit 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: 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 a Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: Address: NA Fag: E-mail: sives@muihemkulp.com Mortgage Lender: Address: ILI 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 itidicated. 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: Sib Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction -value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will jdonecoYA ith all applicable laws regulating construction and zoning. Ir/A Date Signature of Contractor/Agent Date d Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name 2A aL,,L --m-0 e) q Sl I-A- ignatum of No -State of Florida l Date Signature of Nota -State of Florida DateShayneMa NOTARY PUBLIC STATE OF FLORIDA Shayne-Mangel Comm# GG11311 A NOTARY PUBLIC NCE Expires 612112021 - STA OF FLORIDA Owner/Agent is personally Known to Me or Contractor '"k'rGgplIg rtown to Me or Produced ID_. - _ __ _ _Type of ID - _ _ -Produced IIID ce -- . pe o - - 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: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: A 11,4 WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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: 3978 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number:17-20-31-502-0000-0670 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL US' ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 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 W, the best available information used to determine the base flood elevation is: BP# 17-3194 Reviewed by: Michael Cash, CFM Date: November 21, 2017 I fl po Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & FtiO1;;Dq Landscaping in Right -of -Way www.sanforda.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 Clty's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a is - jurisdiction's driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the Knewwmesbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed, Callbeforsyoudlp. 1. Project Location/Address: ZM g N i -),* V- a rcy-1 •D r'; 0.--. T--L, ban -7 2. Proposed Activity: ® Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repalrs 4. Brief Description of Work: >P7K, This application is Property Owner / Signature: /c Address: 101.64, Print Name: John RerV Phone: t{p-l_ -[ vim- 014,1 Fax: •gyp'[ - t. 4-1- (3100 Email: L4- Maintenance Responsibilities!Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installation/improvement fully restoring the rightoPway 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 permlttee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, If necessary, file a Ilan on the Requestor's property to recover costs of restoration. To the fullest extent permitted by low, Requestor agrees to defend, Indemnify, and hold harmless the City. Its councllpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have Signature: the above statement and by signing this application I agree to its terms. Date: 10 - ;In 11 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: W21 .2011 Date: novemeer mio ROW Use Ddvewsy.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 10 - a-T- i '] Project Name: Wyndham Preserve - Lot 671 Project Address: ZA141 N jV'Iea Sanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . 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. iV, Ak9X_,,id - , __ Print wner/I enant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print NarAe of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # dt Eostlerbrook Print Name of El. Contractor ignature oof El. Contractor 62 MaWQD El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02/ 10/15) RECORD Copy FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method c Project Name: Lot 67 - 1827 UL Builder Name: Starlight Homes Street: Permit Office: Seminole County SANFORDCity, State, Zip: Sanford, FL , 32 Permit Number. # + _ 2 Owner: w i --a Jurisdiction: 1 J FPAR'Vk'% Design Location: FL, Sanforr County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1817.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1600.60 ft= b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. WA R= ft= 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1909.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1909.00 ft' 6. Conditioned floor area above grade (11:2) 1909 b. N/A R= ft' Conditioned floor area below grade (ft3) 0 c. WA R= 02 11. Ducts R ft° 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEERA4.00 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: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' b. Conservation features b. WA R= ft= None c. N/A R= ft= 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.16 PASSTotalBaselineLoads: 57.28 1 hereby certify that the plans and specifications covered by Review of the plans and 4'SKE Srgr this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance Florida Energy Code. Of`nab6wn with the arr,••;`ip='P,, PREPARED BY: , V Before construction is completed a DATE: this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE't OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/16/2017 3:53 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/F)dsting: Comment: Lot 67 - 1827 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 67 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford. FL, 32773 CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil10 Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft2 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2135 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RIBS IRCC 1 Full attic Vented 300 1909 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft2 0.1 Wood 6/16/2017 3:53 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 I-UKM K4Ub-1U14 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w 1 N Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.1 ft= 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 518.5 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 W 0 0 0.6 0 5 E Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 39 3 7 21IF 2 Wood Main None 39 2 8 7 18.7 W WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 1 ft 0 in None None 2 e 2 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 3 ft 8 in None None 3 e 2 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 5 ft6 in None None 4 s 3 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 It 0 in 1 ft 0 in None None 5 w 4 Vinyl Low-E Double Yes 0.58 0.25 41.0 ft° 1 ft 0 in 1 ft 0 in None None 6 W 4 Vinyl Low-E Double Yes 0.34 0.26 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 384 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kStu/hr 900 cfm 0.7 1 sys#1 6/ 16/2017 3:53 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Return— Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main cfm 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Venting Jan Feb Mar Feb Mar X Apt Apr i Ma Jun X Juli Au Se f Oct Nov OctNov MDec May Jun Jul Aug Sep X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM808078787878787878787878Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM787878787878787878787878Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM686868686868686868686666Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM686868686868686868686666MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Wafts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pump 1 - Central Unit 6/ 16/2017 3:53 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor. Dbl. U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1600.60 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 1 c. WA R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1909.00 ft' 1909 b. N/A R= ft' Area c. N/A R= ft° 120.00 R' 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 381.8 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft' 1.000 ft. 0.257 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft° b. N/A R= ft' c. N/A R= ft, 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 9 - I y- f!_+ Address of New Home: City/FL Zip: kStu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat O g1tE S yTglF 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. Contact the EnergyGauge Hotline at (321) 638- 1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/ 16/2017 3:53 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 67 - 1827 UL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight. IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/16/2017 3:63 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 67 - 1827 UL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I I HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be 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: 6/16/2017 3:53 PM Where required by the code official, O gNE STgl testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party as ,t; o conducting the test and provided to the code official. coo v WME BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 J FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 67 - 1827 UL Street: City, State, Zip: Sanford, FL , 32773 Design Location: FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number. Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage On specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: 6/16/2017 3:53 PM Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant S O q&iE STgT WE Page 1 of 1 if Job: Statiight - Wyndham Pre... wrightsofte Project Summary Date: 4118/2017 Enure House By: Energy Air, Inc Plan: 1827 U S401 Energy Air, Cl, Orlando, FL 32810 Phone: 4074186.3729 Email: GRenner®energyair.com Web, vmw.energyair.com For: Lot 67 - 1827 UL, Starlight Homes Sanford, FI 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 15199 Btuh Ducts 1779 Btuh Central vent (62 cfm) 1621 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 18599 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatin g Co g Area (ft2) 191 191 Volume (ft) 17760 17760 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 77 41 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 470F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16653 Btuh Ducts 2205 Btuh Central vent (62 cfm) 1199 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 20056 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 319 Btuh Central vent (62 cfm) 1840 Btuh Equipment latent load 4186 Btuh Equipment total load 24242 Btuh Req. total capacity at 0.70 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.83 Capacity balance point = 34 OF Bold/ifallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® UnivePaage rsal201717.0.08 RSU17013 2017-Jun- 18 15:ge I 1 ACCA ... Specific\ Wyndham Preserve\Lot 67 - 1827 UL.rup Calc = MJ8 Front Door faces: E Manual S Compliance Report Job: Starlight -Wyndham Pre... wrightsofts P Date: 4/1812017 Entire House By: Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(8energyaircom Web. ww v.energyalr.com Project Information For: Lot 67 - 1827 UL, Starlight Homes Sanford, FI 32773 Design Conditions Outdoor design DB: 92.6OF Sensible gain: 20056 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9°F Latent gain: 4186 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 24242 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacture's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 100% of load Latent capacity: 6015 Btuh 144% of load Total capacity: 26119 Btuh 108% of load SHR: 77% Design Conditions Outdoor design DB: 44.2OF Heat loss: 18599 Btuh Entering coil DB: 66.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 154% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 95% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Jun-18 15:52:22 wrightSOft' Right -Suite® Unrversal 2017 17.0.08 RSU17013 Page 1 AC K ... Specdic\Wyndham Preserve\Lot 67 - 1827 UL.rup Calc = W8 Front Door faces: E Duct System Semummary Job: Starlight - Wyndham Pre... wrightsofte Date: 4/18/2017 Entire House By: Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct. Orlando, FL 32810 Phone: 407-8063729 Email: GRenner®energyair.com Web: vmw.energyaircom For: Lot 67 - 1827 UL, Starlight Homes Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.168 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.168 in/100ft 899 cfm 167 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 Ba2 h 623 33 17 0.377 4.0 Ox 0 VIFx 4.3 70.0 8ed2 h 1239 66 42 0.349 5.0 Ox0 VIFx 5.2 75.0 8ed3 h 3572 189 135 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 h 1441 76 51 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 Fam/DINKit c 2073 64 99 0.174 6.0 OX 0 VIFx 35.5 125.0 stl Fam/Din/Kit-A c 2073 64 99 0.190 6.0 Ox 0 VIFx 22.2 125.0 stl Fam/Din/Kit-B C 2073 64 99 0.182 6.0 Ox 0 VIFx 29.1 125.0 SO Fam/Din/Kit-C c 2073 64 99 0.178 6.0 Ox 0 VIFx 32.4 125.0 stl Foyer h 750 40 34 0.376 4.0 Ox 0 VIFx 4.5 70.0 Mee h 892 47 26 0.175 4.0 OX 0 VIFx 29.8 130.0 st2 Meed h 2741 145 137 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 we h 544 29 17 0.177 4.0 OX 0 VIFx 28.3 130.0 st2 Indy C 953 18 45 0.170 4.0 Ox 0 VIFx 29.3 135.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 256 395 0.174 725 10.0 0 x 0 VinlFlx st2 Peak AVF 315 275 0.168 578 10.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Jun-16 15:52:22 AC wrightSOW Right-Suite4DUni%ersal 20l7 l7.0.OS RSU17013 Page 1 ACCI, ... Speck\Wyndham Preserve\Lot 67 - 1827 UL.rup Calc = MJ8 Front Door faces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2017-Jun-18 15:52,22 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 page 2 ACC% ... SpecrficMyndham PreservelLot 67 - 1827 UL.rup Calc = W8 Front Door faces: E Job M Starlight - Wyndham Preserve Performed for: Lot 67 - 1827 UL Sanford, FI 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com 101 Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017Jun-16 15:52 27 am Preserve\Lot 67 -1827 UL.rup a O O a 1-1/2" VTR 1 i VTR 1-1/2" VTR v I gcrI Z I STUDOR I I I I I I I KS I I I WC i I I I I SH y I f 3„ I wv I y 3" I I WC2@#I AV I I I 3' I TUB WM J C/o PLAN 1827 PLUMBING RISER DIAGRAM WYNDHAM PR ERVE - LOT 6T 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. POINT OF COMMENCEMENT WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 BASIS OF BEARING) 0 PALMER'S SUBDIVISION p PLAT BOOK 2, PAGE 41) rn o N POINT OF BEGINNING N89.40'51 "E 351.28' LEGAL DESCRIPTION PLOT LWZ G W moo y N mm O N t 0 a7 0 a>' o c o' D m Z 'o co rn c 0 0 y N m j LOT 66 i I I4-- N89'43'03"'E 119.03' 1 o' u) I r-------• 130. 2 58. 5 O I PROPOSED c I p 1 I STORY RESIDENCE = PROPOSED i 0 z F. I 10.0 3978 NIGHT HERON DRIVEH12.3 CONC WALKI O o- 0 v zI 1827 FIREFLY v^i125.3' I I o PATIO rn in ELEVATION - U 17.3 LEFT 10. 0 I GARAGE - I FFE= 25.2 o PROPOSE a LOT67DRIVEWA 0 IAREA = 7,141 S.F. t I tpO' 30.2' 63.5 O u 25. 3'I A/ C to I c PAD 'l o 1 0' ye 119.03' S89'431031W I I I LOT 68 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00019'09"E., a distance of 1,951.14 feet; thence N.89040'51"E., a distance of 351. 28 feet to the POINT OF BEGINNING; thence N.00016'57"W., a distance of 60.00 feet; thence N.89043'03"E., a distance of 119.03 feet; thence S.00016'57"E., a distance of 60.00 feet; thence S.89043'03"W., a distance of 119.03 feet to to the POINT OF BEGINNING Containing 7,141 Square feet, more or less. rtr - roof tqw menr LEGEND:ADUSSD-Access/Oroinage/Utilities/Sidewalk LB -Licensed uainess BFP- Backflow Preventer Si 9ht Distance Easement S - Survey PRM -Permanent Ref. Monument R Reported PCP -Permanent Control Point D - Description FP&L -Florida Power do Light P - Plat FFE -Finish Floor Elevation D. 8. -Deed Book Water Meter O. R.-Official Records Book C4-Water Valve P. B. -Plat Book t '-Fire Hydrant Pg. - Page RC® -Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc. - Concrete Cable Box BP - Brick Paver 13 -Telephone Box SW - Sidewalk E) -Electric Box FFE - Finished Floor Elevation 0-Utility Pole Cl - Curb Inlet Guy Pole GTI- Grate ToP Inlet Light Pole P. U.E.-Public Utility Easement E--Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS- No Comer Set (Falls in Water) i9-Sanitary Sewer Manhole SF - Square Feet EHHa -Electric Handhole D. U.E.-Drainage/Utility Easement Coo -Clean Out FMGD - MAG NAIL & DISK XVDG-Irrigation Control Valve P. K.-Parker Kolon Nail I' -Sign SIR - Set 1/2' Iron Rod LB7768 WD4-Gate Water Valve SPKD- Set P.K. & Disk L87768 Gas Meter FIR - Found 1 /2' Iron Rod L87768 1 1 -Existing Grade F1P - Found 1 /2' Iron Pipe LB7768 a -Blow-off Valve e-_- Drainage FPKD-Found P.K. Nail & Disk L87768 Flow Direction FCM - Found 4'x4' Concrete 10.0 -Proposed Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for NYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) es D. Levin r LS6915 FlARIDAPROFESSIONALSURVEYOR &MAPPER N0. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL N PCP 25. 0' W za: U m / o: 0 Uh-1^ i- Qto z Z c6 U li d W W x S2 3 G 0 Iz PCP LOT AREA CALCULATIONS LOT = 7.141 SQ.FT. LIVING AREA= 1.909 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 41.6 X SOD = 4,168 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1.500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA = 8.641 SQ.FT- DRIVEWAY = 519 SQ.FT. SIDEWALK = 377 SQ.FT. SOD = 4.414 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone Y DESCRIPTION: PROPOSED LOT 67, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax. ( 813) 248-2266 Licensed Business No. LB 7768 Geo. Point Surveying, Inc. Drawn: JE I Checked: JDL I P.C.: Data File*BrIumEast-Plat Date: 6/20/17 Dwg:8ft=EaA-LcW Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: NilRill , 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: WP0067 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP0067 Model: 1827 Tampa, FL 33610.4115 Lot/Block: 67 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date 1 1 T12276029 1 C1 10/16/17 12 1 T122760301 C3 1 10/16/171 13 1 T12276031 1 C5 1 10/16/171 14 1 T122760321 E7 1 10/16/171 15 1 T122760331 HJ7 1 10/16/171 16 I T12276034 I T01 1 10/16/171 17 I T12276035 I T02 1 10/16/171 18 I T12276036 I T03 1 10/16/171 19 I T12276037 I T04 1 10/16/17 110 I T12276038 I T05 1 10/16/171 I11 IT12276039IT06 110/16/17I 112 I T12276040 I T07 1 10/16/17 13 IT12276041IT08 10/16/17 14 I T12276042 I T09 1 10/16/17 15 IT12276043IT10 10/16/17 116 I T12276044 I T11 1 10/16/17 117 I T12276045 I T12 1 10/16/17 17-3194 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is - February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. BPS NTATE00,FS IIIIIstilt Thomas A. Albanl PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 16,2017 Albani, Thomas 1 of 1 russ ype ry yT12276029Tclus' Jack -Open 4 1 Job Reference (optional) _ Duaaers rrrstsource. r on". rwnr may, rrorwa sa000 . v V w c... • — n .• .o ,... — &... • W. ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-L4h5JL?JgOsLUrt02ghuOdSubPiZGIOZz?lk7lpySpwu 1-00 1-0.0 1-00 1-00 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplitt3=-8(LC 1), 2=-69(LC 8) Max Grav3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.6 DEFL. In (loc) Vdell Ud PLATES GRIP Ven(LL) -0.00 2 >999 240 MT20 244/190 Ven(TL) -0.00 2 >999 180 Horz(fL) -0.00 3 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2pst, BCDL=3.Opsf; h=15fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Vod* design peremetaa and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7473 rev. laW/2016 BEFORE USE Design vcnkr lot rise only Win Milek®connoctors. thisdesion B Leased only upon pmamefets shown. cad Is for an hdMdrtal building componenl. not o buss system. Before use. the bdiding designer must verity the oppllcabltry of design patamelets and property Incorpaoto INs design Inlo Ito overall txAdrtg design. Biocing Wilcofed is Io lxevonl buckling of Irdlvlducl puss web and/or chord members only. Additional lemporary and Ixnfnonanl bacing MiTek' 6 dlways required for stotAlly and to prevent collapse Win possM personal h)tay and property cksnoge. For general gLkkme regarding the tatxk alkxi storage, detivory, erection and brocing of inuses and onus systems. seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saiety Information ovallIc"o from truss Plate Institute. 218 N. toe Street. Sulle 312. Aloxoncifla. VA 22314. Tampa. FL 33610 Truss Truss Type NPly T12276030 WP0067 C3 Jack -Open 4 1 Job Reference (optional) _ ___ ounaeus rrrsusousce, r ampa, rrent any, rwrwa s.uoo y .o .... -- — ,.,.o,....., - - vo ID:rbOYL3Jo1CV1UIFgSJd63xypdA?-L4h5JL?JgOsLUnO2ghuOdSubIIYDIOzz?ik7lpySpwu 1.0-0 3-0-0 100 300 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanlcal, 2=187/0.8-0, 4=26/Mechanical Max Horz2=59(LC 12) Max Uplift3=-42(LC 12), 2=-72(LC 8) Max Grav3=52(LC 1), 2=187(LC 1). 4=52(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.9 DEFL in (loc) Well L/d PLATES GRIP Vert( LL) -0.00 2-4 >999 240 MT20 2"/190 Ven( Q -0.01 2-4 >999 180 Horz( TL) -0.00 3 rVa We Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) zone:C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 100lb uplift at joint(s) 3, 2. 6) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNWG - ve" design p*ntmetere end READ NOTES ON rNIS AND INCLUDED MIfEK REFERANCE PAGE MB-7473 rev. 1602MIS BEFORE USE Design valid lot use only with M11ek0 connoctots. lhh deslgn 6 based orgy upon paameters shown. and is for ari Individual txAdng comlxxnent. not o buss syslem. Bolero use. the lxAdlng designer must verity the appllcai[Ally of design patamelets and Ixopetly Incogwtalo this design Into the overall txBdlrg design. Bracing Indicated Is to Ixevenl buckling of Individual truss web and/or chord mornlxms only. Additional lompaary and pima nent txacing WOW Is always teguired to stability and to ptovenl collcTAe vAlh possible personal rdnxy and rxopeny ckxnage For genetalQukki nce rogading the 6904 Pork* East Blvd laWallorx storage. dolNery, erection and tracing of trusses and truss systems, secANSI/iPI I Quality Criteria, OSS49 arW SCSI Building Component Tamps. FL 33610 Safety Informationavc/latxe from truss Rate Inslllute. 210 N. Lee Street. Suite 312. Alexandria. VA 22314. Truss Type ty Ply T12276031 WP0067 TCIU58 Jack -Open 4 1 Job Reference (opUoneO oudders 11113tbource. 1 alnpa. rant uny. i-lonas wmao 1 - s n.1y .. cv. 1 m.. n.wau.... me n .. aa... w .. w c. cv.. ray. . I0:rbOYL3Jo1CV1UIFgSJd63xypdA?•gGFUWhOxbh_C5x?FNPPdA(OhN7rZ1Tp6EhUhaFySpw1 1.0-0 5-0.0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCOL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=25310-8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift3=-81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:16.1 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(TL) -0.07 2-4 >820 180 Horz(fL) -0.00 3 n/a We Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oC bracing. NOTES- (7) 1) Wind: ASCE 7.10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;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) 3, 2. 6) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.` 0 WARNING - Vedly design par><mefen and READ NOTES ON THIS ANO INCLUOEO MITEK REFERANCE PAGE MO-7473 rev. 146MIS BEFORE USE. OeOM valid rot use only with Mllek® connectors. M design Is Lased only upon parameters shown. and Is for an Individual building component. not a truss system. Before use. the building deslgrlot roust vedry tho ap"Icol%IN of design fotantefors and rxop ally Incorporalo this design Into the overall building design. Bracing Indicated Is to buckling of IndIvltNcl Muss web and/or chord members only. Addiflotal lomp wary and permanent bracing MOWprevent It always regaled for slabUMy arld to rxevenl collapse wllh possible personal tr1Kay and properly damage. For general guidance tegarding the 6904 Parke East Blvd. fabrlcotim storage, do". eroc lion and bxacMlg of Inures and buss systems. seeANSI/rPl1 Quality Criteria, OS849 and SCSI Bullding Component Tango. FL 33610SafetyInformationavailablefromTrussRateInstitute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. runs fuss Type ry y T12276032 WP0067 E7 Jack -Open 14 t Job Reference (optional) isuadets rustsoures, i ampa. rwnt cry, rwtwa Aaaoe r.o,v a n V ,o <v, r n,47.k ,,,u-..e,. u, ,.,,,,, i , o &o &.,, , .W. , ID:rbOYL3Jo1CV1UIFgSJd63xypdA?-gGFUWhOxbh_C5x?FNPPdA(OdF7o71Tp6EhUhafySpwt 1-0-0 7-0.0 1-0-0 7-0.0 34 = 7-0.0 n.n 0 b N Scale = 1,19.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2-4 >772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.24 2-4 >337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Horz2=122(LC 12) Max Uplifl3=-102(LC 12), 2=-85(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=3.Opst: h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone: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 20.0pst 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 (jt=lb) 3=102. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify design perwrteten and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE AM7473 rev. 100113MIS BEFORE USE Design valid for use only Win 1„91ek® connectors. 1hh design B based oNY upon paramoters shown. and Is (of an individual I.xAdng component. not a truss system. Bogota use. the IxAtling dtesiget must verity the arolcalAty of design patometers and popedy Incogpaate this design Into Ine ovorall Waling design. Bracing Indicated Is to hxucaing Individual truss web amd/ot tined members only. Additional lemptrary and Permanent bating MOWpoventof S always required got statAty, and to peveni coita>pso with possible personal k#xy tail property damage. rq general guidance tegcsdng the gablcotkxL storage. delivery, erecllon and bracing of trusses and truss systems. soeANSI/IPI I Qua9N Criteria, OSS-69 and SCSI Building Component 6904 Parks East Blvd. Safety IMormaiton availableble from buss Plate institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Tw, uls" Truss ty T12276033 WP0067 1ypeOiagonalHip Girder 2 1pl 1 Job Reference (optional)__ 9u11dars I-aetsourCe. IaatPa, plant Gay. hrorafa sJb16a • vw snug iv iv, • ann en i i—.ma, u a- -i iu4wv W. , I D:rbOYL3Jo 1 CV t U 1 FgSJd63xypdA?-ITpsk112M?6315aRx6xsitzs3X6SrnsXFSLOE6rySpws t• 5-0 5.2.9 9.10.1 1. 5-0 5.2.9 4.7.8 Scale = 1.21.8 la . 20 = 2x4 = < v rr 5 5. 2.9 4-7.8 Plate Offsets (X Y)-- f2:Edge 0.0-61 LOADING ( psf) SPACING- 2.0.0 CSI. OEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) 0.05 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Ven(TL) 0 13 6-7 851 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.29 Horz(TL) 0.01 5 n/a rda BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 40 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 20 SP No 3 REACTIONS. ( Ib/size) 4=125/Mechanical, 2=442/0-10-15, 5=285/Mechanical Max Horz 2=131(LC 4) Max Uplift4=-86(LC 4), 2=-144(LC 4), 5=-80(LC 8) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.8=-761/196, 8-9— 736/211, 3.9=-703/207 BOT CHORD 2.11=-273l700, l l-12=-273l700, 7.12= 273l700, 7-13=-273/700, 6-13= 273/700 WEBS 3-7=0/306, 3-6=-753/293 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- ( 9) 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=15111; Cat. 11; Exp C; Encl., GCpi--O.18; MW FRS (envelope); 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, 5 except 01=1b) 2= 144. 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 89 lb up at 1.4-15. 70 lb down and 89 lb up at 1.4.15, 24 lb down and 36 lb up at 4.2.15, 24 lb down and 36 lb up at 4-2-15, and 50 lb down and 86 lb up at 7-0-14, and 50 lb down and 66 lb up at 7-0-14 on top chord, and 0 lb down at 1-4.15, 0 lb down at 1-4-15, 17 lb down at 4-2-15. 17 lb down at 4-2-15, and 37 lb down at 7-0-14, and 37 lb down at 7-0-14 on bottom chord. The design/selecllon of such connection device( s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 9) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert• 1.4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=46(F=23, B=23) 10=-71(F=-36, B=-36) 13=-34(F= •17. B=-17) WARNINO - Verily dedgn pamnietere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7479 rev. 96022015 BEFORE USE Design valki pa use only with MllekO conrectots. this design It L>asrd only upon parametors shown, and 1s lot an Individual Wildlna component. not a truss system. Before use. the b holing designer must verity the appllcatAlly, of design patarneters and ptoporly, Inc rpaiale #* design Into the overall txadng design. Bracing Indicated is to bucklitV of frndlvldual miss web and/or chord memWs only. Addliorat fempaarl• and permanent hating WOW preventis always reetrdred fa stability and to prevent collapse with posM)W personal Injury cnd property damage. For general gulcki nce regardrvj the 6904 Parke East Blvd. k"icarktrn. srotoge, dottvery. erection ancf txacing of cusses and tnrss systems soeANS17IPl I Quality Criteria, OSS-89 and 11CSl Sullding Component Tersgo, FL 33610 salaryInformationavailablefromBussPlatebulllure. 216 N. Lee Streel, Stile 312, Alexandria. VA 22314. Truss ype ry r,227so34 W P0067 T"' U'sa Common Supposed Gable 1 Job Reference (optional tsueaers fusmource, r ampa, r=n, ay, mma 64a4a , vw a n..V .v w.. ,.,,. o. ......."...o"....... ....... .......... __.. _e_ . ID:rbOYL3Jo1CV1UIFgSJd63xypdA?-mfNExNIC7JEwLF9dVpS5F4W5yw2OVMJPh?zoe8ySpwr 14-0 10.0.0 20-0-0 21-0-0 1 00 10-0-0 10-0-0 1.0-0 Scale - 1:36.1 06 = Ig 3x4 = 18 17 16 15 14 13 12 3x4 = 5x6 = 20-0-0 20-0-0 Plate Offsets (X Y)-- 115.0-3-0 0-3-01 LOADING(psf) SPACING- • 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 11 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Ven(rL) 0.01 11 n/r 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.06 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 92 lb Fr = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rlgid ceiling directly applied or 10.0.0 oc bracing OTHERS 2x4 SP No.3 REACTIONS. All bearings 20.0-0. lb) - Max Horz2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13. 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (11) 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; MW FRS (envelope) and C-C Exledor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 14, 13. 10 except Qt=lb) 18=116, 12=116. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNfNG - vadry design pneeretere and READ NOTES ON IW15 AND WCLUDED NfrEK REFERANCE PAGE MJF7473 rev. 10A)IMIS BEFORE USE. Design valid for use only wIm Mllek® connectors. TM design Is based only upon paorneters shown. and Is for an Individual building component. not a truss system. before use. the building designer must verity the c4)p0cablity of design pararnetors and proporiy, hcorywrale this design Into Ile overall IxOdng design. Brachg Indicated Is to lxovent buckling of tndWLK9 truss web and/or chord members only Additional romMaay and permanent Ixactng MOW Is always required for stability, arxJ to prevent collapse with possible persorxA k*iry and rxoperty damage. For general guidance regarding the fabricalksn storage, delivery. eteclion and bracing of Irtmes and truss systems. seeANSVIPI I Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd Safety IMormation available aom Iran Plate Inslllute. 218 N. Lee Street. Suite 312, AJoxandaa. VA 22314. Tampa. FL 33610 ob runsTruss Type aly ply T12276036 WP0067 T02 Gammon 2 t Job Reference (optional) Buddets Fast5ource. Tampa, plant Goy, Flange 33566 r ow s Aug 16 Zul r W 1 eR mauslnes, me ma onvlo Iv +5 2c 26I 1 rays 1 ID:rbOYL3Jo1CVIUIFgSM3xypdA?• mfNExN1C7JEwLF9dVpS5F4W1WwMbVK8Ph?zoeSySpwr 1-04 5.5-0 10-0-0 14.7.0 20-" 21-0-0 1 0- 0 5-6-0 4.7-0 4.7-0 5.5-0 1.0 0 Scale = 1: 36.1 4x6 = Ig 3x6 = 3x6 = SzB = LOADING ( psi) SPACING- 2.0.0 CSI. TCLL 20. 0 Plate Grip DOL 1.25 TC 0.41 TCDL 7. 0 Lumber DOL 1.25 BC 0.93 BCLL 0. 0 ' Rep Stress Incr YES W B 0.20 BCDL 100 Code FBC20141TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/ size) 2=787/0.8-0, 6=787/0-8-0 Max Horz 2— 64(LC 13) Max Uplift2=- 216(LC 12), 6=-216(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/849, 3-4=-997/621, 4.5=-997/621, 5-6=-1317/849 BOT CHORD 2-8=-672/1172, 6.8=-681/1172 WEBS 4. 8=-247/533, 5-8=-354/366, 3-8=-354/366 DEFL. in poc) Vdefl Ud PLATES GRIP Vert(LL) - 0.16 6-8 >999 240 MT20 244/190 Vert(rL) - 0.43 6-8 >534 180 Horz(TL) 0.05 6 n/a We Weight: 86 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS ( envelope) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at=lb) 2=216, 6=216. 6) 'Semi - rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. - WARNING - Vally design pammorom and READ NOTES ON THIS AND WCLUDEO WTEK REFERANCE PAGE M1167479 rev. 100VAIS BEFORE USE Design valid la use only with Mllek® connectors. fnls design Is based only upon paomelers shown, and Is la an Individual bulding component not a llua system. Before use. the building designer must verity Iho arxlticatAlty, of design paarnelers and property Worporale title design Into the overall txactrlg buildingdesignBracingIndk:oted Is to Ixovenl bwckling of Individual truss wob and/or chord members only. Additional temporary and pormanenl It always regaled fa stability and to prevent collapse with possible personal Ydray and property d arnage. For genera guidance regdddhng the M iTek' fabxlcatlon, storage, delivery, erection aril bracing of musses cm d Irtm systems. seeANSI/IPI I Quality Criteria, OSB-69 and SCSI Sullaing Component 6904 Parke East Blvd Safety Information available horn In= Wale Institute. 218 N. Leo Street. Srdle 312. Adexandrkt VA 22314. Tampa, FL 33610 ob russ Truss Type ty T72276036 WPo067 T03 GABLE 1 t Job Reference (optional) uuraers rvstsauree, r amps, rant eery• rasa 4 uoc r.o•u a nuu ro z r —i a nwum ros, I— mvn a ' Io w- — ev' i aye ID 1bOYL3Jo1CV1U1FgSJd63xyp dA?-i1V_M33StwUeaYJOcEUZKVbJJk2VzDUtBJSullySpwp 1.0 8-0 15 13d•5 1864 25.7.71 30.11.1 39.0-0 0-0 8-0.15 536 8-1.11 8.1-17 5.36 8-0.15 -0 5x6 = 5.00 FI2 Scale - 1:68.6 3x6 = 3x4 = 6x8 = — 1' — " 3x6 = 21 20 19 18 407 1645 15 3x6 = 3x4 3x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ved(LL) -0.24 10-12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ven(TL) -0.65 10-12 >356 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.28 Horz(TL) 0.01 10 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 267 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc punins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing, Except: WEBS 2x4 SP No 3 10-0-0 oc bracing: 12-14,10.12 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6.14, 7-14, 5-14 REACTIONS. All bearings 19-4-8 except Qt=length) 10=0.8.0 Ib) - Max Horz 2=-119(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24 except 14=-411(LC 13), 20— 278(LC 12), 15=-11 l (LC 18). 10=-191(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 17, 19. 21, 22, 23, 24 except 14=1517(LC 1). 14=1517(LC 1). 20=462(LC 23), 10=596(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 4-5=-36/269, 5.6=-122/528, 6.7=-122/529, 7-8=-370/363, 8-9=-470/347, 9.10=-725/442 BOT CHORD 19-20=-238/308, 18-19=-238/308, 18-44=-238/308, 17-44=-238/308, 17-45=-238/308, 16.45= 238/308, 15-16=-238/308, 14-15=-238/308, 10.12=-273/597 WEBS 6-14=-679/389, 7-14=-728/578, 7-12=-313/589, 9.12_ 369/402, 5-14=-308/323, 5-20= 185/252, 3.20_ 360/412 NOTES- (10) 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces d MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for Wind loads In the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0.0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designer) for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opst. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23,24 except 01=1b) 14=411, 20=278, 15=111, 10=191, 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNING . Verlry design peromorero and READ NOTES ON rN18 AND INCLUDED NIlEK REFERANCE PAGE NO.7473 rov. I&OMIS BEFORE USE. Design vdkt for use only wllh MIleW conneclors. R* deslgn Is tx wd only upon parameters shown. and is tot an Inc1MtAlal building component. not a buss system. Before use. the building designer must verify the applicabllty, of desW paramoters and Ixoperly Incorporate W& design Into the overall building design. Bracing bldicated Is to prevent b ucablg of IndMdual hiss web aril/or chord members only. Additional lemporary and permanent txocblg MOW a always recpJred Ior stabltfy aril to pxeveni collapse with posmle porsoral k" uW rxopedy drrnage For genarat grlclaice tegcadlog the fabrication, storage, delivery. erection and txacing of hisses arxf truss systems. soeANSI/rPI I Quality Criteria. DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from buss Rote b1sflMe. 218 N. too Street. Suite 312. Alexandria VA 22314. Tango, FL 33610 o russ ype ty NT12276037TT" uss Common 6 t Job Reference (optional) Budders FittilSourC4 Taffoa. Plant City. Florida 33556 r aW a Mug w zur i mi r as mouse.... mc, mun v i to i 4 4a of co i 1 r.w. i ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-AE3NaP44OEcVCiuCAy?otj8XKSW KicOrNzBSFrySpwo 1-0 6.9.14 13.0 2 19.6.0 26-0-0 32.2.2 39.0-0 0 o 8-9.14 6.2.2 6-" 66-0 6.2.2 6.9.14 -0 5x6 = 5.00 rl2 2x4 II 3x6 = 6x8 = 3x4 = 2x4 11 3x4 = 3x6 = Scale = 1:68 6 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) -0.05 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(TL) -0.14 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 n/a rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.9-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpt 6-15, 7-15, 5-15 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=- 1 19(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-116(LC 12), 15= 429(LC 13), 16=-240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 Ib or less al joints) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10=583(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 402/186, 3.4=-130/332, 4-5=-112/447, 5.6=-160/594, 6-7=-161/595, 9-10=-819/453 BOT CHORD 2-18=-110/308, 17.18=-110/308, 16-17=-110/308, 15-16— 353/391, 13-14_ 301/689, 12-13=-301/689, 10.12=-301/689 WEBS 6-15=-732/422, 7-15=-772/587, 7.14=-153/438, 9-14=-613/467, 9.12=0/273, 5.15=-238/251, 5-16=-355/174, 3.16= 629/477, 3-18=0/274 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone;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 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2, 429 lb uplift at joint 1 r, 240 lb uplift at joint 16 and 187 lb uplift at joint 10. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING . Vedly design parameren end READ NOTES ON THIS AND INCLUDED AUrEK REFERANCE PAGE N67473 rev. I0,03/l016 BEFORE USE. Desg n vi lkt la use only vAth Mliek® conneclors. Ws design is lased only upon parameters shown. and Is for an hdlNdlal bxRa9ng component, nor usaliusssystemBeforee. the btllt9ng designer must verily the applcalblilty, of design paiamotets and lxoperly I ncorpaote this design Into the overall IxAc&V design. Biacing Indicated Is to buckling of Inallvklual Truss web and/or chord members only. Ac"llonal temporary and pormanenl Ixa:ing MiTek' ptevenl is always required Tor stability and to prevent collapse wllh possible personal trdiay and plop erly damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. n. storage. delivery election and bxocing of misses and Inrss systems seeAN$IflPl I Quality Criteria. DSB-89 and SCSI Building Componerir Tampa. FL 33610SafetyIntomnomanovallablefromIrussRatetrnstlMe, 216 N. Leo Street. Salle 312. Alexandria. VA 22314. Truss Puss Ype oty Ti WP0067 T05 Common 13 1 Job Reference (optional) Builders 1`061561IMS, I arrQa. Plant Gsy, rasa 33766 / p1Y a NY9 - — / lap HF IppY3111e9.'... 1 v i . r.w. i 10:rbOYL3JoICVIUIFgSJd63xypdA?-AE3NaP44QEcVCiuCAy?oy8Rf8PYiXErNzBSFTySpwo 1-0 8-0-15 413- 4-5 19.8-0 25.7.11 30-11-1 39.0.0 40 815 5.3-6 6.1-tt 6.1.11 538 8-0-15 1-0 5. 00 12 4x6 = 3x4 = LOADING( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1. 4,8-11: 2x4 SP No.I BOT CHORD 20 SP No 1 'Except' 13- 15 2x4 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8.0, 10=1490/0-8-0 Max Harz 2=- 1 19(LC 13) Max Uplift2=399(LC 12), 10=-399(LC 13) 5x6 = 3x8 = 30 4x6 = Scale = 1:67.4 CSI. DEFL. In loc) Well Ud PLATES GRIP TC 0.87 Ven(LL)-0.2610-12 999 240 MT20 244/190 BC 0.85 Vert(rL)-0.7410-12 622 180 WB 0.88 Horz(TL) 0.17 10 n/a rda Matrix) Weight: 190 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 1 Row at midpt 7-14, 5.14 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2941/1812, 3.4— 2697/1724, 4-5=-2597/1739, 5.6_ 1892/1307, 6-7=-1892/1307, 7- 8=-2597/1739, 8.9=-2697/1724, 9-10=4941/1812 BOT CHORD 2-16=-1519/2625, 15-16— 1172/2191. 15.17=-1172/2191, 17-18=-1172/2191, 14. 18=-1172/2191, 14-19=-1175/2191, 19.20— 1175/2191, 13-20=-1175/2191, 12. 13=-1175/2191. 10-12= 1528/2625 WEBS 6.14=-693/1080, 7-14=-699/559, 7.12=-285/549, 9-12=-328/372, 5-14=-699/559, 5- 16— 285/549,3-16= 328/372 NOTES- ( 7) 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.Ops1; h=15ft: Cat. II, Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone;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 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 6) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- Vedly dedgn pardmefers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD7472 rev. MA1111-2016 BEFORE USE Design valid for use only vAth MiloW connectors this design Is based only upon pma nelors shown. and Is lot an Indival al txdding component. not a truss system. Before uso. the "dhg designer must verity the applicability of deslgn paramolets and IroloriY Incaporato Stis doslgn Into Me overall txAdhg design. Bracing Indicated Is to txuclatrng of Individual truss web and/or chord members only. Additional temporary and permanent txocing M!Tek' preventIs always necpJred Ion stability and to prevent collapse wllh possible personal Ynpay and property danage. For general grNJance tegac9ng the 6904 Parke East Blvd. Iabrlcatlon, storage, d0very, erection and brocting of trusses and lass systems. soeANSI/IPI I Quality Criteria. OSS49 and SCSI Building Component Tanya. FL 33610 safety, Information avdktbie from teas Wale Institute. 218 N. lee Street. Suite 312, Alexandria. VA 22314. oTruss rasa ype tyPly T12276039 WP0067 T06 Hrp 1 t Job Reference (optional) Builders FustSource. Tampa. Planl Cey, Florida 33566 7.640 a Aug le 20i 7 MTek Baia-i ea. iii. vO W i 6 i 4 45 O -i av I0:rbOYL3Jo1CVIUIFgSJd63xypdA?-eOclnkfxBXkMpsTOklWIOwgbdYlpR 3 cdx?nvySpwn 20-" 1.0.0, LO•s 13•- I 19-0-0 19.6A , 25.7.12 3_0.1l•a 21100 10.0.0 r4F0 949 5.3.11 6.7.12 5.7.12 S3.11 60e 0-60 Scale = 1:89.7 3x6 11 3x6 = 3x6 = 5.00 P2 678 3 la 3x6 i iv a 1e w 16 3x6 4x6 = 3x8 = 30 = 30 = 4x6 = 1065 1G-0-0 20-0.0 198A , _ 26511 29" 1086 661 t M5.11 1043 0.60 Plate Offsets (X Y)-- 12.0-3-0 0-1-81 (6:0-3.0 0-2-41 18.0-3.0 0.2.41 112.0-3-00-1.81 LOADING( psf) SPACING- 2-0.0 CSI. DEFL. in poc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.26 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(TL) 0.74 2-18 >626 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.82 Horz(TL) 0.17 12 n/a rVa SCOL 10.0 Code FBC20141TPI2007 Matrix) Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1- 4,10.13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 5-16. 9.16 15- 17: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. ( Ib/size) 2=1490/0.8-0, 12=1490/0.8.0 Max Horz 2_ 116(LC 17) Max Uplift2=-396(LC 12), 12=-396(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2927/1809, 3-4=-2698/1717, 4.5=-2597/1733, 5.6=-1894/1302, 6-7=-1692/1261, 7- 8=-1692/1261, 8.9=-1894/1302, 9-10=-2597/1733, 10.11=-2698/1717, 11. 12=-2927/1809 BOT CHORD 2-18=-1517/2628. 17.18- 1164/2188. 17.19- 1164/2188. 19.20- 1164/2188. 16- 20=-1164/2188, 16-21= 1167/2188, 21-22- 1167/2188, 15.22=-1167/2188, 14 - 15=- 1167/2188. 12-14=- 1527/2628 WEBS 3.18=-330/377, 5-18- 287/551, 5-16= 690/546, 9-16=-690/546, 9.14=-287/551, 11- 14- 330/377, 7-16=-675/1063 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 nonconcurrenl with any other live loads. 5) ' This truss has been designed (or a five load of 20.Opst on the bottom chord In all areas where a rectangle 3-8-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psl. 6) Provide mechanical ronnectlon (hy others) of truss to bearing plate capable of withstanding 396 lb uplift at joint 2 and 396 lb uplift at joint 12. 7) - Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' to WARNING - V*ft design penvneten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 011I0-7473 rov. iQA3MS BEFORE USE. Design valld too ttso only Win WOW connectors. huts design Is based only upon panamotots shown. and Is for an IndNkAtal building componenl, not a truss system. Before use. the building designel must vedty Iho cy)pllcatAlly of design Ixxameters and properly Incogxxato Ih6 design Into Itch ovorall building dingdesign. Bract indicated Is to Ixovent bucaldlv ing ofIrldlxlhissweb and/or chord membets only. Addilonal lempotary and p armonenl bracing MiTek' is always required tot slabally and to pevenl collapse whh posslAo personal "and rAopeny manage Fa genwrd guldknce tegardsirlg me kAxlealen, storage. delivery, election and bracing of tntsses and truss systems, seeANSI/tPl i Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety information ava0daxe Rom trig Plato Ihsllhrie. 218 N Lee Street, Sidle 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss cuss ype ty, y T12276040 WP0067 T07 H 1 1 Job Reference (optional) Budders FestSource. Tamps. Plant Cay, Fbsrda 33566 7.640 s Aug 16 2017 MTek Industnes. Inc Mon Oct 16 14:45:33 2017 Page 1 10:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-6cA7_45KyrsOR02biN 1 GySOoyx52AW s8rHgYJMyspwm 1-0 8-0.9 13-4.4 17-04 19.6-0 22-0.0 257.12 27-56 30.11.7 2-1013 39-0-0 00 1 8-09 53.11 3.7.12 260 260 3.7.12 1-910 36 i 1-11.6 6.1.3 5.00 F12 5x8 = 3x8 II 5x8 = Scale = 1:69.9 3 3x6 % io 11 1e cv 16 cI - - 3x6 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP N0.2 *Except' 6-8: 2x6 SP M 26. 1.4,10.13: 20 SP No.1 BOT CHORD 2x4 SP No.I 'Except' 15-17: 2x4 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8.0, 12=1490/0.8.0 Max Horz2 104(LC 13) Max Uplif12=-383(LC 12), 12- 383(LC 13) 3x8 = 30 = 4x6 = CSI. DEFL. In (loc) Vdefl L/d PLATES GRIP TC 0.75 Vert(LL) 0.2916-18 >999 240 MT20 244/190 BC 0.85 Vert(TL) 0.7512-14 >609 180 WB 0.49 Horz(TL) 0.17 12 rVa rVa Matrix) Weight: 191 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 1 Row at midpt 5-16,9-16 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2935/1795, 3.4_ 2698/1696, 4-5=-2622/1712, 5.6_ 1919/1302, 6-7=-1749/1239, 7-8=-1749/1239, 8.9=-1919/1302, 9-10=-2622/1712, 10-11=-2698/1696, 11.12=-2935/1795 BOT CHORD 2- 1 8=- 1505/2637. 17.18=-1125/2166, 17-19=-1125/2166, 19.20_ 1125/2166. 16-20=-1125/2166, 16.21=-1128/2166, 21-22= 1128/2166, 15-22=-1128/2166, 14-15=-1128/2166, 12-14=-1515/2637 WEBS 3-18=-356/404, 5-18- 311/567, 5.16=-584/438, 9-16- 584/438, 9.14_ 311/567, 11-14=-356/404, 7.16=-529/899 NOTES- (8) 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=3.0psh h=15111; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 383 lb uplift at joint 2 and 383 lb uplift at joint 12. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNWO . Vsdfy dadgn Paarmrere and READ NOTES ON THIS AND 6VCLUDED MlfEK REFERANCE PACE NO.7473 rev. M01.1016 BEFORE USE Design vdki for use only wlih Wlek® connectors Ihls design Is based only upon parameters shown, and Is for an VKWAdkrd building conpononl. not a truss system. Before use. the building deslgnor must vedty the aWlcatAlty of design pwometois and lxopedy Incoglorale this design Into the overall txddl design. Bracing Indicated Is to buckling of IndMdud truss web anrJ/a chord members only. Addillonr9 temporary and permanent bracing M!Tek' ng prevent Is always tetµdred tot stability and to rxevenl collapse with poss"o Msond Injury and ptoperty damage. For general grJrWnce tegoldlW the kbricalkxi storage, delNory, etectkxn and bracing of fntsses and Was systems seeANSI/1PI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovdlable from trim Plate Institute. 218 N. Lee Street. Sulto 312. AlexancifkL VA 22314. Tempe. FL 33610 Job Truss runs I ype ry T T12276041 W POO67 TOO H 1 Job Reference_(optional) murders r-ustsource, Tampa, rtem day. Tadao asaoo a w <vr. „ < 8 W. . 10:rbOYL3Jo1CVIUIFgSJd63xypdA?-bpkVC06yj9_43Acnr4ZVVLIw3LPOvz_H3xO6soySpwt i-0 7.9-14 15.0-0 19.6-0 24-" 31-2.2 39-0-0 0-0-0 7-9.14 7.2.2 4 6-0 4 6-0 7.2.2 7-9.14 -0-0 Scale = 1:70.1 5.00 12 Sx6 = 2x4 11 SKIS = 3x6 1... ,.. 14 0 _ 3x6 = 30 = 3x6 = 3x8 = 3x6 = 3x4 10-0.14 19.6-0 26-11.2 39-0-0 t A.1A a.S.2 a-5-2 10-0.14 Plate Offsets (X.Y)-- 2:0.0-10.Edael 15.0-3.0 0-2-41 f7.0-3-0 0.2.41 I10.0-0-10 Edael LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) -0.32 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0.99 Ven(TL) -0.70 14-16 >658 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 10 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 189 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.1 'Except' 13.15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0.8-0 Max Horz2=93(LC 16) Max Uplift2=-369(LC 12), 10=-369(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2981/1797, 3-4=-2738/1702, 4-5- 2652/1724, 5-6=-2184/1457, 6-7- 2184/1457, 7-8=-2652/1724, 8-9=-2738/1702, 9.10=•2981/1797 BOT CHORD 2.16=-1514/2667,15.16=-1012/2038,15-17=-1012/2038,17-18=-1012/2038, 14-18=-1012/2038, 14.19=-1014/2038. 19.20_ 1014/2038, 13.20=-1014/2038. 12-13=-1014/2038, 10-12=-1524/2667 WEBS 3-16=-382/447, 5-16= 403/870, 5.14=-80/420, 6-14=-250/187, 7-14=-80/420, 7.12= 403/670, 9-12=-383/447 NOTES- (8) 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.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, With BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 ib uplift at joint 2 and 369 lb uplift at joint 10. 7) 'Semi -rigid pitchhreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARMWO . Verily dedIrn paramoren and READ NOTES ON THIS ANOWCLUDED NR'EK REFERANCE PAGE NIF7472 rov. 10A)7/1015 BEFORE USE Design va lld for use only with Mllek® connectors. this design is based only upon paameters shown. and Is la an Individual building component, not a buss syslorn. aefae use. the bullcing deslgnei must verify the applicability of design paromoters andl property Incorporate Ihk deslen Ina the overall building design tracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional lempoiary and petmanenl bacing MiTek' is always red6lred for slaMilfy and to prevent collapse with possible personal trs)ury and property damage. ra general guldaince tegacing the 6904 Parke East Blvdk"lcolkxi storage, delivery. ereclkxl and bracing of trusses and truss systems, seoANSI/IPI I Quality Cdteda, OSS-69 and SCSI S hiding Component Tampa, FL 33610SafelyInformationavallaMefromin= Plate Institute. 218 N. Lee Street. Suite 312. Alexandra. VA 22314. runs Truss Type oty ply T12276042 WP0067 T09 HQ 1 Jab Reference (optional) owidera l-aetuource, Tampa. Inam tiny. flatida ;5;7bbb ,.wa 'u 4w,' ^",•^ •••""'• ^'. ••• ••"'•. v ID: rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-3?ItPm7bUS6xgJBzPo4k I ZI791m2eTHRIa9fOEySpwk 1- 0-0 7.3.2 13.0-0 19.6-0 26-0-0 4 39-0-0 0 0- 0 7-3.2 5.8 14 6.6.0 6 8-0 5$-14 7.3.2 -0 3xb = 5x6 = 2x4 11 Sx6 = 30 = 3x6 = 3x8 = 36 = 3x4 = Scale = 1:68.9 LOADING ( psf) SPACING- 2.0-0 CSI. OEFL. in poc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.88 Ven(TL) -0.68 10-12 >676 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.17 8 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 20 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 4.11-4 oc bracing. 11- 13: 20 SP No 2 WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 2=1490/0-8-0, 8=1490/0-8-0 Max Horz 2=-81(LC 13) Max Uplifl2_ 371(LC 8). 8=-371(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/1780, 3.4=-2720/1661, 4-5=-2545/1628, 5-6=-2545/1628, 6-7=-2720/1661, 7. 8=-2969/1780 BOT CHORD 2-14=-1501/2670, 13-14=-1113/2206, 13-15=-1113/2206, 15.16=-1113/2206. 12- 16=-1113/2206, 12-17=-1116/2206, 17-18=-1116/2206, 11-18=-1116/2206, 10. 11_ 1116/2206, 8- 1 0=- 1511/2670 WEBS 3.14— 328/389, 4-14_-263/537, 4-12=-220/581, 5.12=-399/339, 6.12=-220/581, 6- 10=-263/537. 7- 1 0=-328/389 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsh h=1 Sit; Cat. 11: Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone;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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 371 lb uplift at joint 2 and 371 lb uplift at joint 8. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' WARNING - Verily dodgn parameter; and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE NQ7473 mv. 160MI S BEFORE USE. Design valid for use orgy wllh Mllek8 connectors. IW design Is lased only upon parameters shown. and Is for an IndMdual bxulding component. not a frus system. Boloie use. the building designer musl verify the applicability of design patamoters and Ixopeily Incorpoiate ft%design Into the overall bAdirg design. fliaci g Indicated Is to prevent budding of Individual truss wet) and/or chord rnembets orgy. Additional Iempoiary and permanent txacl g MOW Is always reaplted for stab0ay and to prevent collapse with possible personal"and property damage. I" general guidance wWding the fafrkallon, slotoge, delivery, erection and bxaci g of Misses and tniss systems. seeANSi/IPI I Quality Criteria, DS11-69 and SCSI Building Component 6904 Petke East Blvd. Safety information avalla ble from Itus Plate Institute. 218 N. Leo Street, State 312. Alexardit VA 22314. Tempo. FL 33610 Job truss TrUSS Type oty Ply T12276043 WP0067 ITIO Hip t t Job Reference tional Buddets FastSource. Tampa. Plant Cay. Florida 33S66 7.640 s Aug 16 2017 Mt I ak rnGusttles, rnC. Mon LICI 16 14 4Y36 Z017 P096 1 ID:rbOYL3JotCV1UIFgSJd63xypdA?-XBsfd68OFmFnITmAzVbzamrKK9SoNpfaXEvDwgySpm 1-04 5-9-t4 1t-0-0 16.8-0 22.4.0 28-0-0 33.2.2 39-0-0 0-0 0-0 S9.14 5.2.2 5.8.0 5-8-0 5.8-0 52.2 5 9.14 r Sx6 = 5.o0 3x4 = 3x6 = 30 5 6 7 Sx6 = 8 Scale = 1:68.6 3x6 % 16 " 12 3x6 Sx6 we = 3x8 = LOADING(psf) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 3x4 = 3x8 = Sx6 WS = CSI. OEFL in (loc) Udell L/d PLATES GRIP TC 0.68 Vert(LL) -0.32 2-16 >999 240 MT20 244/190 BC 0.91 Ven(TL) -0.88 2-16 >521 180 W B 0.71 Horz(TL) 0.20 10 We We Matrix) Weight: 190 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc puffins. BOT CHORD Rigid telling directly applied or 4.9.4 oc bracing. REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0.8-0 Max Horz 2=70(LC 12) Max Uplift2=-391(LC 8), 10=-391(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1802, 3-4=-2659/1565, 4-5=-2422/1508, 5-6=-2926/1793, 6-7=-2926/1793, 7-8=-2422/1508, 8.9=-2659/1565, 9-10=-2982/1802 BOT CHORD 2.16=-1531/2690, 15-16=-1509/2883, 14-15=-1509/2883, 13-14= 1511/2883, 12-13=-1511/2883, 10-12=-1544/2690 WEBS 3-16= 327/379, 4.16=-353(735, 5.16— 703/396, 7-12=-703/396, 8.12— 353/735, 9-12=-327/378 NOTES- (8) 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; BCOL=3.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 10. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' wARNwo - veA1y design parameters and READ NOTES ON THIS AND INCLUDED MIYEK REFERANCE PAGE 1110-7473 rev. I603,WIS BEFORE USE Design valki for use only vAth Mllek®connecfors. lnls design is Erased only upon paaneters shown. arxy blot on ktcllvMKd bolding component. not a truss system. Before use, the btllalrg designer must verify the cgxAlcobllty of design parameters and Ixopeny Incorporate this, design Into Ine overall IxAdktg design. ®acing ktdicoted is to buckling of Individual Ines web and/or chord members only. Additional lernpotay and patmalent Ixaclrg Welk' prevent Is always recryAed (or stability on d to prevent collcpse Win posstAe personal k1Ray o d properly ckanage. for general grldonce regaciing Me 6904 Parke East Blvd. fabrication. storage, delivery; erection and Lxaci g of tomes and trim systems, SIXANSI/IPI I QuGllty C41141ft. OS8419 and BCSI Building Component Tampa, FL 33610SafetyIntormarionavCAoblefromInmRateinstitute. 218 N. Lee Street. Stdle 312. Alexandria, VA 22314. Jobrus s rLiss I ype oty Ply T12276044 W P0067 T11 HQ 1 1 Job Reference (optional) Builders FuslSource, Tampa, Plant City, Florda 33666 7.640 s Aug 16 2017 Wok Industries, Inc Mon Oct 16 14A5 37 2017 Page I ID,rbOYL3Jo1CVIUIFgSJd63xypdA?•?OQegS8r14NewdLMXC6C7 NSRtOk6GtkluemS7ySpwi 1-0-0 4.9.14 9:1 16.0.9 22.11.7 30-0.0 34.2.2 22:. 0-0 0-0 4.9.14 4.2.2 749 6.10.13 7-0.9 4.2.2 4.9.14 Sx6 = 5.00 12 3x8 = 3x6 = 20 II 5x8 = Scale = 1:68.9 2x4 -- 20 3 9 2 10 3x6 = 17 16 15 14 13 12 3x8 = 3x8 MT20HS = 2x4 11 Sx8 = 4x6 = 30 = 17 Ib 3x6 = 9.0-0 16 0 9 22-11.7 30-0.0 39-0-0 9-0-0 7 O 9 8.10.13 7-0.9 9-0-0 Plate Offsets (X,Y)-- f2:0-0-6.Edgel,14:0.3.0.0.2-41,f8:0-5-12.0-2.81,[10.0-0-6.Edgel LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.34 14.15 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.99 Ven(TL) 0.84 14.15 >548 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.23 10 n/a rt/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6-8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2-0 DC bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0.8.0, 10=1490/0.8.0 Max Horz 2=58(LC 16) Max Uplift2=-411(LC 8), 10=-411(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3008/1786, 3.4= •2802/1628, 4.5=-2576/1566, 5-6=-3527/2115, 6-7=-3527/2115, 7-8=-3527/2115, 8-9=-2802/1628, 9.10=-3009/1787 BOT CHORD 2-17=-1520/2707, 16-17=-1867/3526, 15-16=-1867/3526, 14-15=-1867/3526, 13.14_ 1307/2555, 12-13=-1307/2555, 10-12=-1537/2708 WEBS 3-17=-181/253, 4-17=-358t765, 5-17=-1170/634, 5.15=0/261, 7-14=-397/344, 8-14— 643/1191. 8-12=-56/353, 9-12=-183/254 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.0psf, h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exledor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=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 411 lb uplift at joint 2 and 411 lb uplift at joint 10. 8) 'Semi -rigid pltchbreaks with fixed heels' Memher and fixity model was used In the analysis and design of this truss. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING- Verily dedgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MQ7473 mv. IOM22015 BEFORE USE Design vaild tot use only with Mnok® connectors. this design Is based only upon parameters shown. and Is for an Individual txdcgng component. not a truss system. Before use. the building designer musl votlfy the cppllcoblity of design parameters and propmly Incorporate this design Into the overall buildingng design. ®cici ng Indicated is to ixeveni budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always recpLed tot skstAlly and to prevent collcgxe with poss9re personal hJray and rxopeny carnage. For geneall guidance regarding the falxlcotl0n. storage. dotNery, erection arld bracing of trusses and truss systems seeANSI/TPI I QuaBty•Cdteda, OSB-89 and 6CSI 8ullding Component 6904 Parke East Blvd Safety Inlomia6on avcAado from truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa. FL 33610 o Ts runs Truss Type tY Y Tt2276045 W P0067 HIP GIRDER 1 2 Job Reference (optional) Builders FestSouree, Tamps. Plant Orly. Florida 33565 r.osu s Aug io [ut l W r ex mausuies. inc. Mon Kt l e i 4 45 4 i 20i 7 Fairs , ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-t9f8gpCL3lt4PEf7m2B8HgY67AoT243JgWc buySpwe 1-0-0 4.24 7-0-0 13-3.14 19$-0 25.8-2 32-0-0 34.9.10 39-0-0 -0 0-0 4.26 2.9-10 6 3-14 8 2.2 6 2.2 6 3.14 2.8.10 4.2 6 -0 2x4 11 5x6 = 3x8 = 3x6 = 3x8 = 5.00 12 5x6 = 4 20 21 5 22 23 6 724 25 26 8 27 28 9 2 Scale = 1:68 5 1 1 u 12 iq 0 4x6 = 19 29 30 18 17 31 32 16 33 34 35 36 15 14 37 38 13 4x6 = 5x8 = 6x8 = 2x4 11 Sxe = 2x4 11 6x8 = 5x8 = LOADING (psf) TCLL 20.0 TCDL 70 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 1.00 BC 0.94 W B 0.73 Matnx) DEFL. in Ven(LL) -0.49 VBn(TL) -1.14 Horz(rL) 0.20 loc) Well Ud 16 >932 240 16 >405 180 11 rVa Na PLATES GRIP MT20 244/190 Weight, 441 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=2939/0-8-0, 11=2937/0-8.0 Max Horz2=-46(LC 32) Max Uplift2=-982(LC 4), 11=-981(LC 5) FORCES. (Ib) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 6630/2215, 3-4=-6612/2243, 4-20=-6200/2122, 20.21=-6200/2122, 5.21=-6200/2122, 5-22=-10523/3589, 22-23=-10523/3589, 6-23=-10523/3589, 6-7=-10523/3589, 7-24=•10523/3589, 24.25— 10523/3589, 25-26=-10523/3589, 8-26=-10523/3589, 8-27=-6197/2120, 27-28=-6197/2120, 9.28=-6197/2120, 9-10=-6609/2241, 10-11=-6627/2213 BOT CHORD 2.19— 1970/6009, 19-29=-3161/9495, 29-30=-3161/9495, 18-30=-3161/9495, 17-18=-3161/9495, 17-31=-3161/9495, 31.32= 3161/9495, 32-33=-3161/9495, 16-33=-3161/9495, 16-34=-3160/9487, 34-35=-3160/9487, 35.36=-3160/9487, 15-36=-3160/9487, 14-15=-3160/9487, 14-37=-3160/9487, 37.38=-3160/9487, 13-38=-3160/9487, 11-13=-1978/6006 WEBS 3-19=-139/263, 4-19=-531/1996, 5-19=-3669/1256, 5-17=0/527, 5-16=-373/1169, 7-16=-683/426,8.16=-378/1177,8.15=0/527,8-13=-3663/1253,9.13=-529/1994, 10.13=-140/263 NOTES- (11) 1) 2-ply truss to be connected together with 10d (0.131'x3') nalls as follows: Top chords connected as follows. 2x4 - 1 row at 0-7.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCOL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 Wide Nil fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 982 lb uplift at joint 2 and 981 lb uplift at joint 11. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. A WARNING • Vedly design Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M67479 rev. 10003MI6 BEFORE USE Design vad tot use only vAth MIIek® connectors. this design Is txlsed only upon Morneters shown. and Is lot an Individual "cling Component. not a truss syslotn. Betas use. Iho bxdlc1ng doslgnet inusl verily the appllcotAlly of design porarneteis and properly Incorpotate this design Into the over., BroclrQ Irldkolod is to buckling of trdWual truss web and/or chord members orgy. Addi9oral lemporory ad permanent tracing MOWbuildingdesign. rxeveni Is always required tot stability and to prevent collapse with possible personal Initdy c>rKi properly akanage. For general guidance regcndIng the 6904 Parka East Blvdxlcalimstorage. dellvery, erection cod bracing of Iru sm and Inns systems seeANSI/rPl I Quality Cdtodo. DSB-89 and SCSI Building Component Tampa. FL 33610SolelyIMomnallonovcGa"e from Tom Plate Institute. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Job Truss Truss Type ty Ply T12276045 W P0067 Tt 2 HIP GIRDER t 2 Job Reference o tronel MUMS rusaaurce. r aarpa, ram wy, runav o.Nvv -'- - "-• ' - -- - '- -- -- --- -- -- - - -- - - 10:rbOYL3Jo1CV1U1FgSJd63xypdA?-'i6i4pCL31t4PEf7m288HgY67AoT243JgWc buySpwe NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 202 lb up at 7.0.0, 105 lb down and 107 lb up at 9-0-12, 1051b down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13.0.12, 105 lb down and 107 lb up at 15-0.12, 105 lb down and 107 lb up at 17.0.12, 105 lb down and 107 lb up at 19-0-12. 105 lb down and 107 lb up at 19-11-4, 105 lb down and 107 lb up at 21-11-4. 105 lb down and 107 lb up at 23-11-4, 105 lb down and 107 lb up at 25-11.4. 105 lb down and 107 lb up at 27-11-4, and 105 lb down and 107 lb up at 29.11.4, and 202 lb down and 202 lb up at 32-0-0 on top chord, and 315 lb down and 108 lb up at 7-0.0, 81 Ib down at 9-0.12, 81 Ib down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12. 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 19.11-4, 81 Ib down at 21-11-4, 81 Ib down at 23-11.4. 81 lb down at 25-11.4, 81 lb down at 27-11.4, and 81 lb down at 29-11-4, and 315 lb down and 1081b up at 31-11.4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Van: 4=-154(B) 6=-105(B) 9=-154(8) 19=-315(B) 5=-105(B) 17=-58(8) 15=-58(8) 8=-105(B) 13=-315(8) 20=-105(13) 21=-105(8) 22=-105(B) 23=-105(8) 24=-105(13) 25=-105(B) 26=-105(B) 27=-105(B) 28— 105(B) 29— 58(B) 30=-58(B) 31=-58(B) 32=-58(8) 33= 58(B) 34— 58(B) 35=-58(B) 36=-58(B) 37— 58(8) 38=-58(B) Q WARNING- Vedfy design partmaters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE M67473 rev. fA&03MfS BEFORE USE. Design voild lot use only Wth Weld) connectors this design is based only upon parameters shown. and Is for an QWMdtal "ding component, not a truss system. Before use. the txdldlrlg designer must verity the orolcaMty of design parameters and popwrly Incorpotdte 0% design Into the overall only. Additional lempolary and permanent Iracing MiTek' tHfidng design. Bracing Indicated Is to pevenl b uciding of Indtvlducd puss web and/or chord members is always reWted for stability and to peveni collgr ,se Win posshle petsorKd troxy and popeny damage. For gen0KA grdckatce fegading 1110 fabdcatlOn storoge, delivery, erocllon and bracing of Kisses and inns systems. soeANSI/IPI I Quality Criteria, OSB-89 and BC51 Building Component 6804 Perke East BMd. Safety Information available horn inns Plate Institute. 218 N. Leo Streol. Suite 312. Alexandria. VA 22314 Taarpa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/1 d' 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 softwore 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/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED SY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or oltemotive 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 at joint locotions ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitoby 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-structural consideration and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. I I . Plate type, sae. orientation and lacotion dimensions indicated ore minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided of spacing indicated on design. 14. Bottom chords require lateral bracing at 10 tt. spacing. or less. if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior approval of an engineer. 17. Install and load verticoly unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance asks. Consult with project engineer before use. 19. Review oil portions of this design (front. back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. RECORD COPY PALMER ELECTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS (NEC 2011 - 220.82(C)(31- (4)l ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 11. GENERAL LOADS (NEC 2011 - 220.82(B)(I1- (411 LIGHTING 1909 Sq Ft @ 3VA/Sq Ft 1 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA 5.73 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 450 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN(1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 480 0 40 AMP CAR CHARGER 9.60 30AW POOL CIRCUIT 7.20 60AW POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.49 KVA SUB -TOTAL (GENERAL LOADS) tNEC 2011 - 220.82(Bll 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(All 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE 150 AMPS UILO( iVG' SANFORO O AgRTt•A 7-31.94 RECORD COPY Typical 150 Amp Electrical Diagram 1'50 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 I Concrete Encased Electrode gkiLo/ti6 SANFOr D o A"1R71 tti 17-3194 RECORD COPY n City of Sanford Building and Fire Prevention Permit # Product Approva 'fication SANFpR0 3 a19 Project Location Add Form K! 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.floridabuildin-g.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 FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hard i Bldg Prod Inc HardiPlank Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-R2 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 Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 ABus n''es Product Approval 1 essi I USER: PublcW°r Regulation Fmduct,Awmal„Menu > Piedutt ar Aemllptlon Seantil > AmOcadar, Lkt > AppU'atbn OmW FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i] Product Manufacturer Therms Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 tickw@rwbldgoonsuitants.com Authorized Signature Vivian Wright rtckw@rwbldgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory S%vinging Exterlor Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Uoensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Aocredltation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryon 3. Wng, P.E. 9 Validation Checklist - Hardoopy Received Certificate of Independence ELLS000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMAfWDMAICSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASI'M G26 1995 TAS 202 L994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLLSOOD R2 Eauly FL - 15000 Eouly of Standards.odf https://www.floridabuilding.org/pdpr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Data Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/201S Data Approved 08/19/2015 Summery of Prnduetc FL # Model, Number or Name Description 15000.1 a, "Fiber -Classic' or "Smooth -Star' 6'8 'Non -Impact" Opaque Fiberglass Door with & without Sldellte(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZr Yes FL15000 R2 11 INST 15000.1.odf Approved for use outside HVHZr Yes Verified By: Lyndon F. Schmldt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others See INST 15000.1 for Design Pressure Ratings, any FL15000 R2 AS EVAL 15000.i.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of'J" part number doors and sldeiitas, which have been stained or painted within 6 months of Installation.) 15000.2 b. "FlberrClassic' or'Smootti-Star" 6'8 "Non -Impact° Opaque Fiberglass Door with & without Sldehts(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVH2r Yes FL15000 R2 fI INST 15000.2.odf Approved for use outside HVHZs Yes Verified By: Lyndon F. Schmldt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A evaluation Reports Other. See INST 15000.2 for Design Pressure Ratings, any F1.15000 R2 AC EVAL 15000.2.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of 1' part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) 1S000.3 c "Fiber Classic" or 'Smooth -Star' 810 "Non -Impact' Opaque fiberglass Door with & without Sidalite(s) - Outswing (X, OX or XO, OXO, )X, OXXO Configurations) Limits of Use Tmstallatfon instructions Approved for use In HVHZ: Yes FL15000 R2 It INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other See INST 1S000.3 for Design Pressure Ratings, any FL15000 R2 AS EVAL 15000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of'J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 1S000.4 d. 'Flber-aassid' or "Smooth -Star' 8'0'Non-Irnpace Opaque Fiberglass Door with Ik without Sldellte(s) - Inswing (X, OX or XO, O)(O, XX, OXXO Configurations) Limits of Use Installation Instructions Approvod for use in HVHZ: Yes FL15000 R2 II INST 15000.4.ndf Approved far use outside HVHZI Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST IS000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation Instructions and Created by Independent Thlyd Party: Yes product particulars. (This product approval requires the use of 'J" part number doors and sldelltes, which have been stained or painted wlthln 6 months of Installation.) 15000.S e. "Fiber-Classle or "Smooth -Star' 810'Non-Impact' Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://www.floridabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZt Yes FL15000 R2 11 INST 15000.5.06f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other. See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.0df additional use limitations, Installation Instructions and Created by IndependentThlyd Party: Yes product particulars. (This product approval requires the use of 031' part number doors, which have been stained or painted vWhln 6 months of Installation.) 15000.6 I f. "FiberClasslce or •Smooth -Star* 16'8 N Drawing OX Canter Hinged Gla red ) Fiberglass Double Limits of use Installation Instructions Approved for use in HVHZt Yes F i 5000 R2 It INST I S000.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FLIS000 R2 AE EVAL 15000.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of IT part number doors, which have been stained or painted within 6 months of Installation.) eauk ER Contact :: 1940 north Monroe street Thaehasss FL 32399 Phone: e5e-497-1824 The Shin of pond Is an ANffO empbyer. Ooevrlmrr 20o7-2013 SUM of Mdda.:: Under Ratios Orw, emat addresses are public records C you do twit want your a- an adtrrs released in response to a pubiton:oords moest do not saw mecoordc rmll to this enttV. Instead, contact the oel a by phone or by tradrd*W cads. If you have any questions, pkase contact 4%.407.1395. *Pursuant to Section 4SIVS(1), Florida statutes, efiective October 1, 2012, licensees Oaroed under Chapter 455. I.S. must praNde the Oepmttner t with an arras address V shay have one. The rsralls provided may be reed for official anMAdothon with the Domsea. However emal addresses are pubat record. Nyou do not wish to sup* a poreoml address, pteee provide the Depa th u nt with an ama0 address which an be rtarde evabble to lire public To dehrtrdrue N you am a licenses under Chapow 455, F.S., please ddc bssa, Fmdua Approval Aamptai MINI CreditSA FE https://www.floridabuilding.org/pr/per app dtl.aspx?paratn=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 S, n ds; EXTEMOR B 4 2 sm 4mitill m IL CL irz* INMRIOR iOA XVMAX 14 DOOR 1 MORIZOORL CRM SEMON s a: V DOOR PANELPAXELWIDTH 4M2' 13F 113 moon n EXTERIORim 2 I Ap 1 mlog md -T 6 U3 LATCH S77LE nam CLASSIC) (FIBER classic DOOR PANEL nber Classic 5 mIe a2/24/12 1'7\ BOTTOM RAIL -- N.T.S. F (FIBER CLASSIC) (FIBER CLASSIC) VVMCAL CROSS SEMION Ism Im JK ri DOOR PANEL nlKft —LF S FL-1500a"Z situ 3 ap 12 INTERIOR 13 MY MA)L 1 PANEL WIDTH 7.125 MAx DA.O. WIDIH rd O v o P SIDEUTE PANEL Smooth Star 25' STEEL INTERCEPT SPACER LEE NOTE T Q r afla: : %///jam%• AIR SPACE 1/ 8 25' STEEL APERED I0MO INTERCEPT GLASS SPACER 40 29 SEE NOTE 1 5' INSULATED GLASS W/ PVC LrrF FRAM GL47JNC D AI Jtt Nult T HOR12ONTAL CROSS SECTION 4 SIDEIRE PANEL 21SI 2M r•-t.se'—'j f--t.uc--i PLASTIC UP UTE FRAME /ZPLASTiC UP UTE FRALIEE)CTRUDID PVC t7ORUDED SNC 1/2' MIN. GLASS THK. 1/e' TEMPERED GLASS AIR SPACE 118' TEMPERED GLASS E 1 11w r / z \ VF3iTIG5L CROSS SECTION I ZA- 4 FIBER PANEL 1.. Spacing for Item J29 & &I One home screws) I is as fo8ore: From the bottom up on sides; W. with (7) more spaced at 9.875' o.c. !here are (2) spews both top and bottom at 2.125' In from each TZ SIDELITE TOP do BOI7OA/ RA L iLDEI TIE BLANK SIDE SRLE comer. FINGER JOWT1 POND£ROSA PW SLti0.43 ` FlNGfR JOINIE PPONDE ! PII SGe0.43 W N.= sn JK c eE IFS ytlm Ha. FL-15000.3 48 49 73 17 15'MIN. C-MK WTER Wkti I , •. dot O h 7 a 0 nawd 4••Kt1 s f m40. AM VVV if 7. The siderite r$ direct sat into the jamb with (72) Rem P43 a IS z 2' pfh. wood screw. Thera are 13 4) at each vertical Jamb, from the top down at 16 13.5. 31' 48.5' & 66. There are (2) of the 1-1/A"M1N 21 18 header at 4' from the outside corners of the h aA6' frame. Thera ore (2) at the silt 4' from the Y3 LKOMM outside comers. T HORIZONTAL CROSS SECTION i181-1I4' MIN. DAB. (TYP) 49 i7 13 45 6 a 44 43 7 cif.-1i; ri:1: {, JWER 8 r Yti r4:•s cc 1mEB9S 10 ACTIVE a :'=: ••:F•w:r " e 1tom 4 43 v':.3. J l SEE NOTE 1 35 0 EXTER) a, 21 sac 0 24 12 9 70 16 i2 43 N.T.S. d Oer, JX 'o OIL f Z \ HORIZ0NT7LL CROSS SECTION L3 `HORIZONTAL CROSS SECTIONg e" Q DRAtoeOaa'` w 77Jam 18 A-15000.3 n Z oc t2 p D II T D ll t II SHOWNFOR MASONRY 49 I I 11REFERENCE D 11 D MASONRY7 49 D OPENING 7YP. HEAD MULLIONJII D 11 OPENING TYP. HEAD D do JAMBS SHOWN FOR g JAMBS 1 REFERENCE 11 II D II 1 2X BUCK II II D II 2X BUCK 1 II 1 II D ASTRAGAL II II ASTRAGAL II D SHOWN FOR 1 SHOW 1SHOWNFOR II D REFERENCE ul tS 1 REFERENCE II fl II 1 II fl II 1 II D II 1 DOUBLE W/SIDE1 tTFS BUCK ANCHORING DOUBLE DOOR INSWING MASONRY OPENING CONCREIEANGfOR NOTB I. Gamete anc horboatibm Otto carves maybe ccOnTed to mofhlofi The mtn. 2X BUCK edge & Mmoe to marta<JohvL 2 Concmfo artdwrbc4ftm noted as 7AAX. ON CBiW and be ao)Ated to malMah the mh edgo distance to mortars addttond concete anchors may be regtmed to ensure the MAX. ON CBJW dumw" are notexceeded A corKmtaand" table: xP" • M r°Fi pgaRv ` api 4 r x•[z._- s._. J:dt+E•:•_ _ INCYtORt,S FTW TAPCONe E1C0 WRACON t/ 4' t•T/4' 1' 4' MJCK 4. ANCHORING I I I I LILI II SHOWNNFORIIa9 ' REFERENCE II TYP. HEAD II NFn PO ENIN( kJAMBS II II 11 I I II II II II II II 2X BUCK I I MULLION SHOWN FOR II II REFERENCE II II II II II cdo a z S z 02 4 12 i WA X, 3 a tm JK m' CFS d FL-15000. 3 u a v12 n iJ Noff)*t11 I`2ooi 1pBFT 185er 24d4 les 14.J6•---- k • 8 ` .t 9 p Z HQIIOM M— li• 06R 27 TYP' 27 TYP. i • TYP. i • o r 4S 4S 92 34S G Ic Y 2" o 0 7S 1.91w 0.06T—i i-- SEE NOTE 1 0 S i 0 o.1zc--4 R a 0 O 24 12 q N.rs. en JK o 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP dANDTHEBOTTOM. Q15DoozM. G THERMAITRU 0 THERMA TRU DOORS r to I-*U47MAL DR.. enssmow, OM 4as77 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR 74ON-IMPACT" G04MAL NOTES I. This product Ines been evaluated and is In compliance Walt the Sth Edon M14} Rofida Bing Code lFBCjsBMurdtegtriRrnmb::bxftlheNgsvelod HwftamZme If M. 2 Product omcia shallbans rated and spa0ed as thaws on det&L AnctnoreMbs* d to base motesfd Md be beyond wal dtesdm arsittcao. 3. When wed in g* WHr Mfs pmduetic tegttrea to be psoWdad vhih m tmpmtnWdud eovaBsg Ural oompVes w1Bn Secaon 1626 of the 1$C. 4. Whenwed M areasmWAle olihe'HVFR's gftwfnd borne debds pvwction this product6 mquhdtobepmteciedwahanOupodseW.,dcovel6tgthatcornplm* MSwUon) 609.)2of Use }3G , S. for2c dud Gardrg coMntc6oR andtoshg of these tadb shd be the same m Utat shassnfaros bud masomyc orRhuUton. d. Slte con, ft m Urot devinte Bom the detcdk of die draft requie Uftrengineertng uric s by o Doeraed ertow= a rcWered CmNtecL 7. Tffs prodret does not inset Use wafer MImHun seWwrnersls for the 11 W. V" t0 Wis deal be holed ady In nonfiobHdble areas or at habitable IocaSoms prolected by an ovemov or canWyvxhMatto angle between the edge of canopy oroverhongtosOIsIon than45 deli TABLE OFCONf@fA Um# DESCf)F) 10N 1 elev_d presAaesagessefdnoW 2 Doot dt Snot 3 dem 4 ei WOW & alaft def& S vaftoalaotasedlots 6 HwbDntdemu sacbm 7 Hodmrstdcrosssectloro e dncic 9 ftmanchaft 10 Barre artanafng 11 12 a Com a SEE DETAIL A / SHEET 6 5 DDLIBr E w,(90E a I9M2U Mfr Ox)m 37-VMA L 1t Oveuu I F Asdt9t= 3,® 5 0 (2\ Ell) 7 v 7SEEt s DETAIL el t 2 SHM 6 S 5 0 SINGLE +67.0 1 - 67.0 DOURE ++47.0 -47. 0 +60.0 -60.0 a DOUB +47.0 - 47.0 +60.0 .60.0 IfN SIDEtl1ES FL-7S000.4 `= o 55 to ss let, Vol EYMRIOR 54 4k MWMAX .. , . rc-tll. & a FDOOR lNrEFdOR' PMELVADIH r2 T"\ WRIZONM 0?OW SEMON DOOR PANEL 0 4=m 1t INIMOR aRIFQ GI C At.- kh9) HIE eWTC=p J' SAR) (SMOOTH STAR)>z DOOR PARFL Smooth Star Ise CAID 02/24/12 56 ( SMOOTHSTAR 5-j BOTTOM RAIL(2-NVERTICAL CROSS SECTION umIM N.T. S.) SWAR) K DOOR PANEL eftftLes WAIM M, FL- 15000.4 aim J- -l- L2 3i 1 MTiCAL CROSS SECTION 5 ITE 2 SEE NOTE 2 2 VVMCAL CROSS SECTION 5 R uSg31 17 4m 1r uZ 30 zo i7flFFIQB 5 :' 4•• yi`•'; d SEE NOTE 2 3 VERTICAL CROSS SECTION k,V Shown w/1x sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DMON PRESSURE CHART) J 1= 1. The sldollte 10 dlroct sot Into the jamb with (12) Item #43 0 IS x 2' pft wood screw. There ore (4) so m I c n at each vertical )omb, from the top down at Mr. 31', 48.5' R 66' ThereooEare (2) at the header at 4' from the outside corners mersoftheframe. there are am 24/ 12< 2 S Oita Be JK o2) I13 a f8 x 2-1/2' pfh. wood screw at the sM, 4' from the outefde comers. COL « LFS d 0.4 eP—u- 2. OPTIMAL SURFACE BOLTS ON ACTIVE PANE SEE DESIGN PRESSURE OQM jZ O 11 y9r 4 b 510= 38 44, AIQB SEE NOTE t 1. The side6te to direct sot Otto the Jamb rrurnmwith (12) item /43 0 #8 : 2• pfh. wood o 6 scrow. There are (4) at each vertical 47 jamb, from the top down of 13.5'. 31', ACThTe o 48.5' k 66'. Them are (2) at the header Ai at 4' from the outside comers of the 064 I,s u• . , . frome them are (2) 113 a #8 x 2-1/2' pR>, wood alsty of the on 4* from No oornam fr• INTERIOR 36 46 41 29 45 DETAI[ A• 1 17 16 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 11/ SEE DESIGN PRESSURE CHART) J g JOL F S HORIZONTAL CROSS SECTION6I 22 C.SWK 4 EKEERIQ8 8 7 43 SEE NOTE 1 27 8 7 33 y n o INACTIVE 1I ACn 1O C1EXTERIQR ell 13 INTER 3644 c a 4 3 0 c 9 f0 37 45 two 02 24 12 4 g snot N.T.S. 9 18 RE sn JK o' REHORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION LFS d aor wd 68FL- 15000.4 0 aea - orb o S 4 I r1 - et 8- .J-•1 II 1 mot MASONRY 11 OPENING II HEAD I I II M ASONRY TYP. HEADPiOPENING r rrrrr jLu 6m J ' JAMBSII IIASTRAGAL I I JAliBS 1SHOWNFOR REFERENCE i i SHOWN FOR REFERENCE I 2X BUCK 2X BUCK i MULLION D MULLION I li D II D B J SHOWN FOR SHOWN FOR II D d REFERENCE REFERENCE II L D - II 1 II Q D II 1 II C; D II 1 II D 1DdII1111 DOLIBLE DOOR W/SIDELrtES^")y'~•"•r n0jjAt F BUCK ANCHORING BUCK ANCHORING ODOR m 4. QI I I I 1 ;•i II 3a II N,J TYPHEM IIII Gy. OPOPEKINGNINHEADCSIIIvII II I II be BUCK 2X BUCK II MULLION II 12 CONCRETEANCNORNOTIS: I) SHOWN FOR 11 I. Concrete andwiccatiorls at tha comes maybe aclu ted fo In the mh edge dWance fa m rtar]olft I I II REFERENCE I I n 2. Concrete anchor locations noted as MA)C ON C134lBi'must be acfjtated to JI nx ntafn the mh edge dbtance to morhaJbink adc0lond concrete anchors Jrl MULLIONbearlchoffrmJer the 74AK ON CENR3Y dr}nernfon are not efoceeded SHOWN FOR it c 3mayII REFERENCE II 0 12rTw II 11 c ac 24Co 1II IIa ix m quo ° FL- 150t10.4 0 SINGLE DOOR W/SIDELITES SINGLE DOOR BUCK ANCHORING BUCK ANCHORING r: l!PE t-{ FiCQRA ICE- EDG1= tFY^ E!ARAd:E s C t tyN•k•-r_•'--; TAICON° 1/4- 1-1/ 2" 4" ELCO ULT' RAGON 1/4' 1-1/4 1' MA OF 2X SEE DETAILl CONCREIEANCHOR NOTEi 1. Concrete ancharlocations at Me comas may be odJualad to maUNaBh the mh edge dstance to mortar jMk 2 Concrete anchorbcaffm noted WMLAX, ON C84W mudbe ocWW to mainfoln the mh edge dlslonae to rr i rJolrhis, adcManol concrete onchcrs may be sequbed to en ne fhe *MAX ON CfMW aversion ore not exceeded. 3 ConcrefoundIortabie., Si'9 RYA 1FkADL4-L° =' ee-_*-_"6+ts` 1.1/4 gin., ITW TAPCDN° 1/4 Y 4` FTW TAPCONe 31lr 1.1/4. 3' 1-1/2' WOOD SCREW INSULIARON Norm disinnoe. R 1'nr_ mnd'nn of1. Manitath a mhnimum S edga dhslance i end wmdscrewstopn ventihespliftatwood THESE (2) ANCHORS' REO'D ONLY WHEN DP > 47 PSF I OPENING FRAME 2X BUCK 71P. HEAD 3 JAMBS o 0= TYP. 4 SEE DETAIL a VIEW "C =•L'• -` ter' -- :-_ 3 L A. VIEW •n '-!q• SINGLE DOOR W/SIOELRES 13 ip!m: 30 INNSSTALLA110NW/2X SUCK 311W//1X BUCK 37 ItJSULUTi0N 10 DETAR '3' DETAIL '2' 10 ASTRAGAL do SURFACE BOLT STRIKE PLATES 6 HEAD 10 DETAIL '513 31 31 13 a 0 30 DETAIL ' 1' DETAIL ' 4' SURFACE BOLT STRIKE PLATE THRESHOLD g e..M a n GrQNem u p hlijllt h a t` d 0kme f$ 0 I E 30 o c n 02 4 12 i ua a m JK e L n LFS am mm ° FL- 15000.4 0 0 1r DETAIL •3• I VIEW 'B•-'8• I K I TSEE DETAIL '2' 1J WAX BUCK - IN3TALLAnON _ OPENING 39 W/1x DUCK $$$ INSTAUAnDN 1YP&HEAD e bid FRAME 2X BUCK SEE 14 Typ' SILL DEAJL '1SEF DETAIL 4' aV' i 1 I t it 1 I h ••.`.? 3., Jl•I•j VIEW C ='C' 7:1EW CONCREMANCHOR NOW, I. Conaetn andu>r loccRorn at the comers nM be masted to mobtafn the mkx edge distance to MWk7joi fx 2 Comete anchorlocallam noted as MAX ON CeOE must be adjusted to nldW Pl Me nft edge distance to nwMN oD>rt, addWal conaBte orrhw may be mvubed to ensue the MAX ON C84W dinwoon are not exceeded 3. Conaete a uhor lobla yWifficf a OF.,OUR- 101 5_' n"+===ai.•_i a C.CYSst_:ttea TAPCON° 1/4' 1.1/4' 2' 4' RW TAPCON° S/16' 1-1/4' 3' 1-lj'i ODSCRliY9d17ALLAUON NOTE I. Man1r+-+ wood NMI pa spodrlg W/ 1X BUCK INSTALLAMN W/ 2X BUCK ll STALIAiION C- A'III ` IIF+- MASONRY) NOD OPENING &J _ s FRAME - 2X BUCK DETAIL 5• 4 TYP. SILL NEW A-- A' SINGLE DOOR 49 3p 30 W/ 2X BUCK 13 0 31 INSTALLATION31 13 W/1X BUCK INSTALLATION 48 ' DETAIL ' 2' 13 ASTRAGAL & SURFACE BOLT STRIKE PLATES ® HEAD QETNL ' 5' W/ 1X BUCK 5D INSTALLATION W/ 2X BUCK 13 INSTALLATION DETAIL ' 4' n 31 3t O m0241230 JO sure N.T.S. orn JK DETAIL - 1• o lin LFS SURFACEBOLTSTRIKEPLATE p aw THRESHOLD FL- 1300D.4 stEts • A -1 1 ti d A& o 188er 1&38` 7D.67 I&r 14X 27 27 TYP- 27 TYP. TYP. 4S 4.S o aw 3. r 0.75 a7s ow— SEENOTE 1 R u 8 NOTE., n ASIRAGAI DEfAIt e 2 ATA Oe JK o 1. THE ASTRAGAL BOLT HAS A 3` THROW AT THE TOP ffe US 3 AND THE BOTTOM. ocoL+ c A.-15DOff 4 1L ar- O Rmt o[swnw M,tetd 1 FM CASSC QV F1VtQ SM 0.11 WL 110L 1TBD Qm BYmmo-m dW ,tr®t01 Fj(- 6OOD µd FOSSLAM u t1 aa-txu SM , an r AM TM 18-RUW— n F Ass FWM tWOD COIff'051/E J FC WCH Ml£ 6DW 4 FC MW ME RiOt'JM M S91443 J FC MIM BAL F00D C010'0,91E 6 PIIIJIIEDNNE FOIY lAOOr. OI 8 UM WAC3f CaWVtC 9aN r 4 NM= mr 1WL 0 I 0 r 4 u PIN M000 SM SIDl 11 wsafBtr Jaoo PSI IK cONa09E f rtJC m Aa 3D1 DR am CONiLW01G ro ASW m0 COMM 12 10 r 2 IG, Pm am sav SIM r 2 1 G PFN M W SOW S1EEL 14 r 2-t 4 NW MW cmamE sDu mm 15 SMIME B01NY BOOT .090 MAW Wfd. W L 16 YX BMOC S6 >- 08 8000 12 M 1 r eppp 8 1I SE, 1DOt - SWIATLBE 91lFS 19 SELF ADASY 40 P151BID SVW AL MFAf$t POf8Jpt06A MDOD SnW JU B POE 22-44J HOOD 23 MOW mmm - MA 24 IfMOM W MR" µ1p8,W 24A ASWM fW91 MU SIM IWSM BOLT R1WO AWLOYUM 6 II BMOC SC >-Qlis N0W 27 10 , 1-7 M PAWEAD SMU W M SM SIM Nl91 S DOOM AMOMMM SIt4P mm 29 6-18 r AaM RAM M SMWr yT 30 moves mu ffl—W RME SIM 10 r 2-1 PIAIEAO MOOD SM SIEM 32 1A V K CBLOWI QADNO TAfF -1 VM_ FRAIO PVC LP WE FRIIF sw MAW 140 FM 1100p 36 5#1m WE 516E SC.0.43 VAM J0, 1-3 r Mr Pm MOOD samy SIM 1 4• r 2-7 4 PFN 13M OR )IN COMM SOO mm 1 r JAI 4 RY PM CMVOEIE SOW SIM SLM7x CWIC 795 SEEM 41 8-f0 , 1 I 14AAIEfI Iku u smm SIDEUIE 1Dp Q 80DW SD -alp HOOD 2 LC. PFN OW SIFM mm 44 J , 3 OwtWo R ROMND RNCFR mu PI4E mm 45 1 L r Nl EWD IM 14A11. SIM 46 11t3 WFACF MU .25 SM SIM n l 4-20 59I 801.T M 14-20 PBMtE am J , r J-1 , MW PFN MOVE MUN SIM 49 ASMNW SOW RATE SIM t 4 r 3-1 4 181 PFN COfERM SOW SIM sS 7cp JUL M000 CWO IE 55 SS L Ctf SAP GOOD C@IP'097F SS NDM SIAF SC-443 IYLDD 57 SS MM RAL ROOD CO11P091E CCo77 [o] o a 20 2 WOOD FRAME FINGER JOINTED PONDEROSA PINE, SC-0L43 r P ri n 77 L6hcciijzd 5dpry CC f m 6 6 C= 30 nlRFA BOLT SMKF PLATE 1,125' tlto) a C AM .080- UAX. WALL 035' NB,. WALL 15 INSWING SIDELRE m an & BOTTOM BOOT Jos. c CPS 0.08- EXTRUDED VINYL WALL p041tK NOT: FL-15000.4 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.U. Sox 230 Whim. Fl, 33595 Pbene 813.6599197 Florida Board of Pioreadowl ErWocora Cenlnotte of Authorrmdoo No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber Classic" / "Smooth Star' Exterfor E)derlor Door I IS Industrial Drive 6'O Inswing w/ and w/out Sidelltes Doom Assemblies Edgerton, ON 43617 Fiberglass Door Phone 419 2e8-1740 Non-Im ad' scope: This Is a Product Evaluation report issued by R W Building Consultants. Inc. and Lyndon F. Sphmldt, P.E.. (System ID # 1998) for Therma-Tru Corporation based on Ruts Chapter No. 61 G20-3, Method 1 D of -the state of Florida Product Approval, Department of Business & Professional Regulation. RW Bulking 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 to in oompllance with the fith Edition (2014) Florida Suifding Code (FBC) structural requirements Including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" thla product is required to be protected with an Impact resistant covering that compiles with Section 1626 of the FBC. 4. When used In areas outalde of the "HVHZ" requidng wind borne debris protection this product Is required to be protected with an Impact resistant covering that compiles with Sedan 1609.1.2 of the FBC. 6. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buok masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.4 require further engineering analysis by a Iloensed engineer or registered architect. 7. Inswing configurations do not meet the water Infiltration requirements for the "HVHT. Inswing units shall be Inetalled 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. S. See drawing FL-16000.4 for size and design pressure Bmitatlons. Sup orflrty Documents: 1. TentReport TEL 01460337-A,B,C TEL 01460336-A,0,C STT600001 16427-107362 ATI 87608.01.100-18 ETC 01 -741-10701.0 ETC 01-741-10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM DM-03,ASTM D1929-96 ASTM 132843-99 ASTM D636-03, ASTM D1929-96 ASTM D2843-99 A13TM G*95 ASTM E84-00a ASTM 131929.96 TAS 202-94 TAS 202-94 TAS 202-94 TAS M-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.C. Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation L.ab.,lnc. Testing Evaluation Lab.,lnc. Drawing No. Prepared by No. FL 15000.4 RW Building Consultants, Inc. (CA #9813) fit"Lil,e. Calautetions Prenered by f•1.ti,' Anchoring RW Building Consultants, Inc. (CA #9813) ASTM El300 Glass Load Lyndon F. Schmidt, P.E. Quality Assurance Certificate of Participation issued by National Accreditation and ManagemefK;t+: Institute, oertifytng that Thertna-Tru Corporation Is manu(acturing products '•: r; :." `` f' ' t` ` % t within a quality assurance program that compiles with ISO/IEC 17020 and ti 4 Lon Hicks, VP Operations William E. Flt0h, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. lamed & Sealed by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43408 2/2/2016 Florida Building Code Online Page 1 of 3 MEIN= man P R06 acis Home I Lop In ( User ftlrtradW HatTdpto ( submn Sta harpe Stab 4 facts "MOM FBC SWN BW SIR MaP ( Lido Search sus•nes' Proessil Product Approval ftepcUw Regulation spy > Aaoacatt•n list), ApAlmllen DoWl FL 8 FL15332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate oflndependence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Exit 2560 bsltlinger@mlwd.com Brent Sltlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lamas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urirh, PE Validation Checklist - Hardoopy Received Standard VeaI: AAMA/WDMA/CSA 101/I.S.2/A440 200S RI affirm that there are no changes in the new Florida Building Code which affect my products) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A hops://www.floridabuilding.org/pr/pr_app till.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Product Approval Method Data Submitted Date Validated Date Pending FBC Approval Date Approved Swssmarvof Products FLIS332 RZ CDC FLIS332-COMP.odf Method 1 Option D 04/30/201S 04/30/201S OS/06/201S Page 2 of 3 FL # I Model, Number or Name Description 1S332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4"xB0' NON - REINFORCED Limits of Use Installation Instructions Approved for use 1n HVHZr No FLIS332 R2 Ii 08-00S00C.odf Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R2 AE SL08078.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED LtmRs of Use Installation Instructions Approved for use In HVHZ: No FLL5332 R2 II 08-00498C.odf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510805B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FLAS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: REFER TO APPROVAL DOCUM ENT FOR DESIGN FL15332 R2 AE 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1032.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 lI 08-022496.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Pasty: Yes Design Pressure: N/A Evaluation Reports Others RERTO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AF g:2969A.ndf PRESSURE RATINGS Created by independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 143" x96' Limits of Use Installation instructions Approved for use In HVHZ No FLIS332 R2 it 08-02250A.odf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other,. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S12970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.6 I ASERIES 420ILUMNUM REINFORCEDGO SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX I Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-00499C.0df Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 Ram i108o68.adf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' hops://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZi No FLIS332 R2 I( 08-00501C.Ddf Approved for use outside HVHZt Yes VerlRed By: Luis Roberto Lomas 62514 Impact Reslstanti No Created by Independent Third Party: Yes Design Pressures WA I:vafuatlon Reports other. REFER TO APPROVAL DOCUMENT FOR DESIGN R2IA5108088.Ddf PRESSURE RATINGS Q3- b endentThird Party: Yes Page 3 of 3 15332.8 75m- 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD )OD( 143"0' NON- REINFORCEDREINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 It 08.00502C.odf Approved for use outside HVHZ, Yes Verified By: LUIs Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS33Z R2 AE 510809B.odf PRESSURE RATINGS Cteeted by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143eX96a unfits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 n 08-o0S03C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures WA Evaluation Reports Othert REFER TO APPROVAL DOCUMENT FOR DESIGN FL.15332 R2 AE 510810B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes feet Nrat QaM= : u 1940 north Monroe Street. Tallahassee Fl. 32399 Phone: IS0-"7-I624 The 5t to of norlde b an AM®0 employer. Caowtoht 2n07-2013 Shta of Fbrida. ;: rr 1: RdundStatement Wrier Horlds law, arnall addrose era public records. U you do not want your e•mall addren relsuad In response to a pub8ammrds requaat, do not sand dearonk mall to thb enthY. Iratad, contact the oflb by phone or by trarlf and mall. If you have any pue trons, plaza contact 650.467,1395. 4Punaruht to Sutler 455275(Fkrks StaWln a6acttva October 1, 2012, Ileaaaas naeruzae reader Clopmr ass, P.S. west provtda the Departrnent aferr haneq M addrmthey have one, smalls pmvW may be used for nodal waornuntmnon with the feanses. Hewwer woll addrescaa are public record. it you do not Mah to supply a personal address, plaza provide the Departna t with an arrnf addrasa which can be made anMk to the publr. To determine If you are a licersea under Chapter 455, P.S., ptaem crick h=, ProductApprosal Acc"tst Cn:r, itSAFE https://www. floridabuilding.orglpr/pr app_dtl,aspx?param=wGEVXQwd)gtH8572gvdWI... 8/31/2015 NOTES: 1. THE PRODUC'a SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBTUY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1% BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATINO OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR EVGI.VEFR OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS JSED FOR WOOD ANCHOR CALCULAnoNs. 5. FRAME MATERIAL: 3fTRUOED ALUMINUM 6063-T5. S. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBUES INSTALLED WHERE OVERHANIG RATIO IS EQUAL OR GREATER THAN i.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEGHT 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WRH SUFFICIENT lr7NGTH TO,ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO MEM STRUCTURE USE 110 SMS OR SELF ORILUNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO 9E CORROSION RESISTANT. 14.INSTALLATION ANCHORS STALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFlC GRAV17Y OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASfM C-90, GRADE N, TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 180A. 33KSI OR ALUMINUM 6063-TS 1/8' T10CK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATIO I REV I 'oSeRFru I I OATt 1 4+PA&AD 1 I A I ADDED FLANGE AND FIN NbTALLATION 1 12/10/13 1 R.:. SIGNED: 12116=13 MI WINDOWS AND DOORS LLC ``111t1IN)r1AA 1001 W. CROSBY RD \g ¢ • Ddf CARROLLTON, TX 75006 `1\GEM R Fipif SERIES 420 SGD REINFORCED WITHOUT ADAPTER19"AnaF96" x 96" NOTES •eat V.L. 08-07249 OF 10 Fl HI 96" MAX FRAME VADTH ANCHORS TO BE EQUALLY SPACED AN RS PER LOCATION SEE FOR NUMBER OF LOCATIONS REQUIRED 6• MAX r - 6• MAX I6• LAX AME IGHT L 6• MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER E%Taum VIEW DESIGNPRESSURERATWG I!lPACTRAmm tZ.0PSF law M C"M raj ANO/Q FOR OTHFA UVM RATWGS DESIGN PRESSURERATWG MPACTRAflNG 25.0/,28.6PSF NONE W"f l-W SIL MCN,gR 70AA0 p FOR OTNFAUN?8R477NW 6" MAX CHARTIf Wm a -tars" IMMMEWATOT tNF'ETR47IOM RESISTANCE IS REQUIRED. e¢u a!'Vorri fir"•-?:T'R •Yi'•'I:TV.'_S{)' mzo l l mam0K Aw-lu slam ff T K:] OK 7III IE3' 1 KMARkmlim p wz7[XwE=Li®E CIA Comm wwN t/drsu LVAERE WATER WFXTRAn0N REWrANCE IS NOT REQl I RM SE'E NDTE 0 SHEET l 0 00:701 L-7 MEM KEE MEM szoK=ML1LA*JANlam REARM DESCAP10N Wt! 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SHIM CE MAX 10 WOOD EMBEDMENT SHIM SPACErSHI SCREW I INTERIOR 1/Y MIN. tl EDGE DISTANCE rr--1, f10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR WJ LJJ INTERIOR VERTICAL CROSS SECTION I600D FR49M oR ZYBUCK MSTAUA7KW NOTES 1. fNIER10.R AND 19nFAOR FPIWIM BYOT HOM NQrSHOWN FOR CLARfiY. 2 PFAUIETFRAND J0P1rSE4LANrSYOThERS TD HE DEStaA DQVACCORDANCEWTHAS1MEM2 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL VADOOFRAAIOVGORRXBU bWrALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD RONFORCED WITHOUT ADAPTER 9v z 96, FRAME INSTALLATION DETAILS une 1AY0 to e L 0B-02249 WE NTS IQ= 10/30/13 IMM4 OF 10 METAL STRUCTURE BY OTHERS DCTERIOR 1 /4' MAX. SHIM SPACE . 10 SMS OR SELF DRILLING SCREW INTERIOR 7- 7/8' MIN, EDGE DISTANCE I SILL TO BE SET IN A BID OF WLYEM 116 #10 SMS OR CONSTRUCTION ADHESIVE SELF DRIB 5OREQUAL 10 SMS OR METAL SELF DRSCREWILLING STRU pl An rJ FOR SILL OPTIONS BY OTHERS METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION MLZTAL STRUCIUREARSTAUATAW PLATES: I. INTMWRANO EXTERIOR FWISNES, BY OTHER& NOTSHOWNFORCLWW. 2. PSgWE7EgAAO JOINT SEALANT UY OTHERS TO OE DESIGNED INACCOROANCE1MTHASTMEZ(2 R1V av o6aQ rox aa urm m A I AmED nA110E ANO flN mr&LAnom 12/10/13 R.L. 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTUREMISMU ATION WINDOWS DOORS 5\ C+EfMIIt.ktBg i CROSBYRO d001W. 9CARROLLTON• TX 7500E SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 96" x 96" FRAME INSTALLATION DETAILS c E OF ;! oRAm coo ft 08-02249 I A i/Fd'SOR1nT: dE1MENTSlom10/30/13 Ismus OF 10 1 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO PROPERLY SECURED SEE NOTE 3 SHEET 1 EXTERIOR 2 1/2` MIN. L EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF WLKEM 118 CONSTRUCTION ADHESIVE OR EQUAL 3/16- TAPCON SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS 4 . a. 1 1/4- MIN. a. . EMBEDMENT i r • _ a 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION C0NCF4EIEM4S0NRY/NSTAWTTON T0$ ocwmmow are uraovm AWED FLANGE AND FIN UWALLATM 12/10/13 IR.L, 1 1/4' MIN. EMBEDMENY r21/2' e SHIM SPACEI 1NTERlOR MIN. I EDGE DISTANCE 1 3/18' TAPCON CONCtETF/MASONRYIIOTHERS IBy OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 EXTERIOR JAMB INSTALLATION DETAIL CONCRIFTENASONRYWSFATIATICW NOTES: i.WTI9WRANDETTB1TCv91 vAsI GS.BYC4FEm NOT SHOWN FOR CARRY. E PEA/NETERANDJOWSEALANTBYOTFIEW TO BE OWGNED INA000RDIANCEWTTHAS"4E21T2 MI WINDOWS ANDLLC S1R.io cRose0ir00cRS CARROLLTON, TX 75008 D *= SERIES 420 SGD REINFORCED WRHOUT ADAPTER 96" 1r 96" FRAME INSTALLATION DETAILS a= bO AT OF xa ova TX xtv L 08-49 A lllf\ 1YfRNTS1030136OF10 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1[}3318, IN OR 2X BUCK BY OTHERS 1/4' MAX SHIM SPACE 10 WOOD SCREWS 1 3/8' MIN. EDGE DISTANCE J 1/4' MAX. SHIM SPACE btscAVlrox one rviewm ADDED FLANGE AND FIN INSG11AMN 1 12/10/13 ILL ITrij 7 EXTERIOR 113 Uj INTERIOR ILA SILL TO BE SET IN A BED OF WLKEM 116 1 WOODCONSTRUCTIONADHESIVE OR EOUAL 10 W000 SCREW SEE SHEET 3 FOR SILL OPTIONSEj W000 FRAMING OR 2X BUCK BY OTHERS JAMBINSTALLATIONOETAIL WO00 FRAMING VOOFpµfgORPXBUCK6d8TALLAT7ON OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT VERTICAL CROSS SECTION WC00 FRM&G OR rXBU0K 9WrALLATA7Al NOTM Y. dTE:uoRAND EXITgUOR FOaSNES, BY OTHERS, NOT8h'OWNF0RCLA;M 2. PEWA&-rMANDJ06VTSE4LANT6YOTHERST08E DE MNEDINACCOROANCE WMA87b1 E22112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FIANCE INSTALLATION DETAILS Opp" om" P V. L. 08-02249 SOME NTS — 10/30/13 —7 OF 10 V ` C,BHS'yd 4- T;AgiPO4F METAL STRUCTURE BY OTHERS f10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4• MAX. SHIM SPACE f10 SMS OR SELF DRILLING SCREW INTERIOR rSILL TO BE SET IN A BFD OF WL KEM 118 ICONSTT4JcnoN ADHESIVE OR EQUAL VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. p n3WRAND EO6RIOR F7dISHES, BY 07HEn NOTSHOWNFORCLARITY. 2 PERALIETERAKID JOINT SEALAAITBYOTHERS TO NE OESMED MACCOHLLANCE W"MASiME" 12 SEE SHEET 3 FOR SILL OPTIONS a v a[salrrwa A I ADDED FLAKE AND RN KngLA110N 1/4, MAX. SHIM SPACE T- 7/3 MIN. INTERIOR EDGE DISTANCE L-- n f10 SMS OR IllsLJ SELF DRILLING SCREWS METAL —6 STRUCTURE BY OTHERS C: EXTERIOR JAMS INSTALLAT ON DETAIL METAL STRUCTUREA TALLATION aTE IArVWVm 12/10/13 I ILL MI WINDOWS AND DOORS l C `Ndii 1001 W. CROSBY RD "'v • • • • . * CARROLLTON. TX 75006 v..OFN,. SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1* 9ST L 96' FLANGE INSTALLATION DETAILS• TAT OF ' ota L1MT. N0. ' a;:ORv G-, L I 03-02249 A Dina/nuu 1., UP 10 2 1/2• MIN. EDGE DISTANCE 1 1/4" MIN. 4.' a. EMBEDMENT a. •: CONCRETE/ • f MASONRY 1/4• MAX. BY OTHERS SHIM SPACE OPTIONAL fIxBUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXIF.RIOR Uj U INTERIOR SILL TO BE SET IN A BED OF VULKEM 115 COI•STRUCTION ADHESIVE 3/10' TAPCON OR EQUAL SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS t , f; 1 I/V MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWSOMAYWSTAUATION sE>MOM oa9oRrTkm I WE I AwRwm ADDED FLANGE AND FIN 04STAUAMON 1 12/10/13 1 R.L. t 1 /4• MIN. EMBEDMENT 4' MAX SPACEr INTERIOR MIN. SHIM EDGE DISTANCE 3/16• TAPCON CONCRETE/UASONRY BY OTHERS a I. EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL ix BUCK CONCR6TEMASONOIYW5TALCATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIOR AND O fTERIOR AKMEA BY OTHERS. NOTSHOWNFOR CLIRNY 2 pERIMETFRAND JOAITSEALANT BYOTHERSTO BE DESIGNED Pl ACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC I%R`!tol,,, N1001W. CROSBY RD S.... . f9• CARROLLTON. TX 75006 v •GENB. 1k• 0 S SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 96' FLANGE INSTALLATION DETAILS E OF ; i" •: OR10 % mux>h oMa Na ptv V O8 OZ 49 A NA 111 G` one NTS10/30/13 8 OF 10 FRAMING { 1/4' MAXWOOD By OTHERS I r SHIM SPACE AF INTERIOR MIN. EMBE-DTMEENNTv L I 8 WOOD SCREW EXTFRK)A 7/ 16" MIN EDGE DISTANCE is WOOD SCREW JAMB INSTALLATION DETAIL WOOD FRAWNGORYXBUCKIN.STALLA7KW 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1 / 4" MAX. I SHIM SPACE 7/ 18' MIN EDGE DISTANCE INTERIOR EXTERIOR VERTICAL CROSS SECTION WOOD FRAAUNG OR 2X BUCRWSTALATION FOR & U WSTALLATTON SEESHEM" APASgtS OE, CJe.iW ouc at'avvty ADDED FLANGE AND FIN INSTAllATION 12/10/13 RL 1 5/6' MIN. EDGE D1Sf. TRIM ° 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/ CONCRETE — BY OTHERS IX BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/ 16' TAPCON DElr. lOR PANEL INTERLOCK HOOK STRIP INSTALLATION AC49MRYCONC REIE METAL STRUCTURE BY OTHERS INTERIOR TRIM TRIM 1 3/8' MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 110 WOOD S10 W DRILLING SCREW SCREW PANE. EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION ZCBUCKAN000 FR4MWG METAL S7PAAMRE MI WINDOWS AND DOORS LLC \\\71Ri 1plz 1001 W. CROSBY RD \? . • • • 4f CARROLLTON. TX 75006=,•\GENg, 9 p<< SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• o •= AVM& 96" x 96' 7. NOTSHONWFORCLARIR DETAILS INTSWRANDDCEORAASHMBY07HERS, NAILFIN dHOOK INSTALLATION$TOF Q = D PEWGNED INACCCRAWCEWRHASiM FZfERS 1V BE o y16 Eras owe 08-0022T249 A NTS 10/ 30/13 10 OF 10 1{/2- MIN. ftv WE EDGE DISTANCE A AOpm Cog 03/05/12 R.L B REVISiD PcR NEW TEMNG 10/15/13 R.L 1 3/8- MIN. C ADDED FIANCE INSTALLATIONS 12/05/13 RL WOOD FRAMING FaABEQMENr OR 2X BUCK _1 BY OTHERS 1 3/8- MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE MAX. SHIM INTERIOR 10 WOOD SPACE 1/2- MIN. SCREW EDGE OISTANCE EXTERIOR INTERIOR 10 WOOD SCREW a SILL TO BE SET IN 10 WOOD A BED OF 116 SCREW CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 EXTERIORSILLOPTIONS WOOD FRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCI( BY OTHERS WOOD fFNMINGORm(BUCiCIMSTitIJATi01Y 1 3/8- MIN. 04BEDMENT VERTICAL CROSS SECTION WOOD RL4NMOREX6U0KWTALLATRIK MI WINDOWSCRODD LLC `\gt11LN O11 .SBY R CARROLLTON. TX 75006 SERIES 430/"0 XIX SGD ' W-TATeote, NOTES143" x 96' REINFORCED1.IMERNORANOe(MMORnvstvimeyowe?S FRAME INSTALLATION DETAILS : AOTSNOW FCRCL.AFM a P9wmEIERAw4off TSEMANTBYOTMMTOBE Oast oeo na av t`•:ORN,:• \ DWGNEDPIACOOFIOANW WWASTIMS"12 FA 08-00503 C zI//QAFAL NTS I WE 02 23/09 191W3 01 9 MAN" mar ocR3wTcn art avlmlev A ADOW CHARTS 03/06/12 RL 1/4' MAX a REVISED PEESR RNEW1NC10/13/13 ILL METR STRUCTUREE SHIM SPACE C AWED FLANGE INSTALLATIONS DD12/06/13 RL BY OTHERS 1 / 4' MAX. HIM SPACE 1 10 7/ 8' MIN. RL 10 SMS OR EDGE DISTANCE INTERIOR SELF DRIWNG r-- SCREWEXTERIOR INTERIOR g10 SMS OR SELF ORILUHC SCREWS a SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCRON ADHESIVE 10 SMS OR OR FOUAL METAL SELF DRILLING STRUCTURE SCREW SEE SHEET 2 BY OTHERS EXTERIOR METAL FOR SILL OPTIONS STRUCTURE By OTHERS JAMB INSTAUATION DETAIL METAL SMUCTURE rNBTALLATTON VERTICAL CROSS SEC710N NEIIAL STRUCTURE PSTALLATION MI WINDOWS AND DOORS LLC 111111aI i 0 CARROLLTONROSIRYTX 77500b vy\v 0EN89 i SERIES 430/440 )(IX SGO r VRANCExrERIORRNGIM%SYOTW-M 143E I 96' REINFORCED:Z- ANOTSHOMFORCLARrtr. FRAMEINSTALLATIONDETAILSWTAVOP71,wz c( P• : 2PEA04ETBRANDJ08JTSEALANf8YOTWMTVBEOESIGNEOMACCORDANCEWITHASSTME21f2 F.A. 08-00303 d;•R10 a OMCCjNT5oaesx¢r 0223/09 4 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR VER77CAL CROSS SEC77ON O0NCRET61 49 WRY(NSTALEATTON 2 1/2' MIN. EDGE DISTANCE 1/4' MIN. EMBEDMENT 1 1/4' MIN. EMBEDMENT T 2 1/2' MIN. EDGE DISTANCE 1/4" MAX. J SHIM SPACE 3/16' TAPCON 3/16' TAPCON CONCRETE/MASONRY BY OTHERS INTERIOR SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS 1 1/4' MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE MAIM 1xv arsauFOan oim APPADMfD A ADDED CHARTS 03/05/12 RL B REVISED PER NEW TESTING 10/15/13 RL C ADM FLANGE WSTNIATIONS 12/05/13 RL 1/4' MAX. SHIM SPACE IAMB INMLLATION DETAIL OPTIONAL I BUCK CONCRETEAMSONRYINSTALLATTON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. !ME/i(ORAND EXT@TIOR RMvtiES. BY OTHERS NOT SHOWN FOR CLARITY. E PE RR&- ER ANDJOWrSEALANTBYOTNE" 70 BE DEiSpA® 9VACCORwArCEW W ASTM 9 LM MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS yr t o1To Na F.A. 08-00503 NTS 02/23/09 °s-5 OF 9 AaOi s 000 FRAMING OR 2X BUCK BY OTHERS 10 WOOD I SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8- MIN. Fb1BFt)MENT 1/4" MAX SHIM SPACE 1 3/8' MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF WIKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK1BYOTHERS 1 3/6• MIN. EMBEDMENT VERTICAL CROSS SECTION W000 FRAMING OR 2X8=1111STAL ATTON oaawna+ wu Avvpov® ADDTD CHARTS W/09/12 R.L. RENSFD PER NEW TESRNC 10/15/13 1 ILL. ADDIM FLANGE INSTALLATIONS 12/05/13 1 R.L. 1/4' MAX. SHIM SPACE INTERIOR o EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING CRV BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD TX 75006 4f CARROLLTON, OENS,9d 11 W x 6" REINFORCED VATEeYOFr.MTBWRANDEXTERTORFINISRES.SYOMVK FLANGE INSTALLATION DETAILSNOTBNOWNAORCLARITJO; 1Y. 8:20R10: ZPERMETMAND JOINT SEALANT BYOTHSWTOBE OPAM mvc Na uV C G` DESkVMNiAO00RDANCEWTTHASTMEV12F.A. 08-00505 aura ME sue NTS02/23/09 6 OF 9 METAL STRUCTURE BY OTHERS EXTERIOR — 1/4' MAX SHIM SPACE OR 7/8 i MIN. LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 1/4' MAX. r SHIM SPACE P3 INTERIOR R Rv Gc7@11a1 DATE AN**= A A00M CHARTS 03/06/12 R.IL 0 ReAM PER NEW TESTM 10/15/13 Ri- C ADDED FIANGE INSTALLATIONS 12/00/13 FLL ffl SILL TO BE SET IN LJ A BID OF VULXEM 116 CONSTRUCTION ADHESIVE f10 SMS OR OR EQUAL METAI. SELF DRILLING SIRUCRIRE SCREW BY OTHERSEXTERIOR METAL SEE SHEET 2 STRUCTURE FOR SILL OPTIONS JAMS INSTALLATION DETAIL BY OTHERS METAL 6TRUONREINSTALIATXW vumcAL CROSS sEC77ON NETALSTRUCftlREANSTALLA IM NOTE& 1.INTEUORAND SaERMFXISHES BYOTHETS NOT SHOO FORCLOM. 2 FERIMETERAND JOINT SEALANT BYOTHE & YO BE DEbTaW& IN ACCORDANCE LNITHA6IM E0112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/4AO XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS ppAwr DMo Ka F. A. 08-00503 ME NTS I@m 02/23/09 —7 OF 9 9 vi C'Em STTATTrE OF CONCRETE/ MASONRY BY OTHERS 2 1/2' MIN. EDGE DISTANCE 1 Ile MIN. EMBEDMENT OPTIONAL IX BUCK TO BE PROPERLY 1/4' MAX. SECURED SHIN SPACE E NOTE 3 SHEET 1 3/18' TAPCON EXTERIOR n n n n n n INTERIOR 3/16' TAPCON --\ 11 I I I I I I 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 3/15' TAPCON CONCREM/MASONRY BY OTHERS SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS oil 1 1/4' MIN. EMBEDMENT VERTICAL CROSS SECTION 2 1/2' MIN. CONCRETSTNISONRYDVBTA[GtTTON EDGE DISTANCE 1/4' MAX. r SHIM SPACE OPTIONAL Ix BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REV QIS mr oEsoRwl= cam I .rFWVW A ADDED CNARIS 03/06/12 R.L B WAS D PER NEW 1ESTINC 10/16/13 R.L C ADDED FLANGE WSTAUAT10NS 12/06/13 1 RL JAMB INSTALLATION DETAIL OONCRETSM480KRYOVSrAILLATION NOTE& 1.WMMORAMZ ER1ORRNIS1=BYOTNERS, NOTsmomm OLARNTY. 2 PL-7TaisrRAR imrsEALANTBYOTmosTOBE DESLGNLV W ACCORLVINCE KWHASTN W12 MI WINDOWS AND DOORS LLC CARROLLTON, 75008 GEN&'- d) fr• 0 9e SERIES 430f440 XDL S00 143' x ST REINFORCED FLANGE INSTALLATION DETAILS d'S aZ31STATEEOF54 F•L)R10? G ij fidNA11a avast Lms Lm o8—ooso3 11[V c sour uaENTS 02/23/09 8 OF 9 1 5/6' MIN, EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP --__ 4 1 1 /4' MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 6' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION AUSONRY INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP 110 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUcr01N000 FRAAVNQ Maw AEY OCKW110K A ADDED CRAM 03/06/12 RL 9 R1VM PER NEW 1¢51UIC 10/15/13 R.L. C ADDED FIANCE INVALMONS 12/06/13 RL METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL EkT'ER10R INTERLOCK HOOK STRIP INSTALLATION Alb IAL STRUCTURE NOTE^ I. AYTEIfiORAND EXTERIORFAW6H= 8YOTHERa NOT SHOM FOR O"FM. 2. PERIMETERANDJOWYSEALANPBYOTHBRSTOBE DES/ONED INAGCORDANOE WMASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS MAW ow N6. F.A. 1 08-00503 10/27/2016 Florida Building Code Online r.[._= .. may ugtOr • •rar5v SCIS Home I Log In I User Registration I Hot Topics I submit Surcharge I stats S Facts I Publications I FSC staff I fSCIS site Map I Links I Search Florida r :: Product Approval IUSER: Public User Product Aoomval Menu > Product or Aoollcatlon Seareh > Aooilcatlon List > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code httpsJhvww.floridabUlding.orgtpr/pr app o.aspx?Wam=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuYSGeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 9174.1 5120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 # 0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 If 0228 318958 P7.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL2174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 16' Max width. W-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions EL9174 Rll II 0229 318959 P8.odf FL9174 R11 II Track Suoolement Chart P10.odf EL2174 Rll II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0230 318960 P10.odf FL9174 R11 If Track Supplement Chart P10.odf FL9174 Rll II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 II 0231 318996 P5.odf FL9174 1111 It Track Supplement Chart P10.odf FL9174 Rll II WD3ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 1111 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 Rll If 0234 319022 P5.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 Rll If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtOqufllJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 216 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 023S 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 If 319040 Pi Post.odf Impact Resistant: Yes FL9174 Rll 11 Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll If WD]ambSuoolementP16 s.odf Other. Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 s.odfrl FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0232 318999 PS.odf Approved for use outside HVHZ: Yes FL9174 RI I It Track Suoolement Chart P10.odf Impact Resistant: No FL9174 Rll It WD]ambSuoolementP16 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 RI AE ASTM A 6S3.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 RI If Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 It WD]ambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rii It 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 If Track Suoolement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 Rll II WD]ambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 s.odfrl FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0237 319025 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 It 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WD)ambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 RI1 AE FW9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquFl1JRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3/6 10127/2016 Florida Building Code Online 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 Rll II 0600 319026 P4.odf FL9174 R11 li Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 R11 It 0601 319027 P4.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.13 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 It 0602 319028 PS.odf FL9174 RI If Track Supplement Chart P10.odf F19174 Rll If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.ndf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. 9174.15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other. Installation Instructions FL9174 R11 It 0603 319029 PS.odf F19174 III It Track Supplement Chart P10.odf FL9174 R11 11 W12JambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 1111 AE ASTM A 653.odf FL9174 Rll AE Eval Rent 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 1111 If 0604 319030 PS.odf FL9174 Rll II 319040 P1 Post.odf FL9174 III If Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL2174 R11 AE FW9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 RS1 iI Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 If WDJambSuoolementP16 s.odf tAwJ/www.fioridabuilding org/pr/pr app o.aspx?param=wGEVXQwtDqufllJRIWxf6u7ojnlOheH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 4/6 10127/2016 Florida Building Code Online Design Pressure: +15.30/-17.00 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 Ril AE Eval Rent 9100 rl s.ndf FL9174 1111 AE FW9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll If 0606 319032 P6.pdf Approved for use outside HVHZ: Yes FL2174 R11 If 319040 Pi Post.odf Impact Resistant: No FL9174 RI tI Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 Rll II WDJambSuoolementP16 s.odf Other: Doors with glazing shall not be used in the wind- Verified By: John E Scates P.E. FLORIDA PE 51737 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 Rll AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.ndf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0609 31903S PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll I[ WD3ambSuoolementP16 s.ndf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 1111 AE Eval Rent 9100 rl s.ndf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0608 319034 P4.pdf Approved for use outside HVHZ: Yes FL9174 R11 It Track Suoolement Chart P10.pdf Impact Resistant: No FL9174 R11 II WD3ambSuoolementP16 s.odf Design Pressure- +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 RI I AE ASTM A 653.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 tI 0607 319033 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 [[ Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll It WD3ambSuoolementP16 s.odf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rent 9100 rl s.ndf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes I9atk Nett Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your 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 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hp^L . ' Product Approval Accepts: httpsl/www.floridabuilding.org/pr/pr app o.aspx*lwam=wGEVXQwtDqufllJRtWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQa/a3da/o3d 56 10/27/2016 Florida Building Code Ordine IR a Credit Card Safe https:/Mrww.floridatwiiding.org/pr/pr_app o.aspx?param=wGEVXOMDqufIIJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 6(6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "IE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 0E" s'c No. 51'137 4 ; S1ATE Of i 4 ippt •.!A OR pP; OCt , 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 1611/2 = 240lb/It 4. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 818.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE S6308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No. 51737 O STATE OF ; • Z/ SS/ONA` \X` 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2') OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE S6308/F2203 Revision P16 SCHEDULE 3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ NO13 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 1 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 0r, l I91 jV/ No. 51737 STATE Of IONA - fill 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 1611 LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE4 2500 PSI CONCRETE MOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTEI 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 1 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 1 N/A F. 3C4r No. 51737 q ; STATE OF i • r'•.!LpR OP pCTw 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4 A MINIMUM EDGE DISTANCE OF 4-, AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Amroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 7SO07 FL PE S1737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT NOTE 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE 2000 PSI GROUT FILLED CMU"ores 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.O. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH = 16ft LOAD PER JAMB = 30ps1 x 16ft/2 - 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 w 0mon 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 1"' ve No. 5173T 0 STATE Of F A`.s 3 ORVQ Q? ONAM- Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53 -06'00' JOHN E. SCATES, PE 3121 FAIRGATE OR CARROLLTON. TX 75007 FL PE 51737 TX PE 56306/F2203 I — I '11 1 6• MA% FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2A4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 24 FOR ATTACHEMEN7 TO CONCRETE AND GROUT FILLED CMU• TYP. SEE DETAILS 1, 2, AND 3 REOUIRED FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT 6• MAX. J DOOR WIDTH MINIMUM 2X6 /3 Q HEADER LDCK SOUTHERN PINE BRACKET LUMBER. 4' 4- 2-1/4' 2) 3/8• SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4•. DETAIL 1 MINIMUM 2500 PSI CONCRETE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2x6 #3 It HEADER LOCK SOUTHERN PINE BRACKET LUMBER. B• 4• 4 B- 4 4) 3/8• SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 4•. DETAIL 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS MINIMUM 2 6 /3 /-4. HEADER LOCK SOUTHERN PINE ( BRACKET LUMBER. I 1-1/2• J \ '-1/2' J 4) 3/8• DIA. LAG SCREWS WITH 1-1/4. O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32• INTO THE MAIN SUPPORT MEMBER. DETAIL 3TRUCTURE NOiE: MAXIMUMESIGN LOAD DATE CAPACITY OF 2430 LBS. in. 11 SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS NAME DRAWING PART NO. I REV. PROFESSIONAL ENQNEOYS SEAL PROMDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS, 324620 IP16 aguc® w Balton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 23W PSI CONCRETE WM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/0' SIMPSON 7I7EN ND. 2-3/4' MIN EMBED. MIN B' BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET- 1/4-20x9/18' TRACK BOLT AND 1/4-20 HEX NUT TRACK No. 51737 0 ; STATE Of ; AV aft SIONi ,` Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOHN E SCATES. PE 3121 FAIRGATE DR CARROLLTON. TX 75007 FL PE $1737 Tx PE 563D5/F2203 PROFESSIONAL CNONEERS SEAL PROVIDED ONLY FOR VERmCATKN OF MNDLOAD CONSTRUCTION DETAILS. 2 3/4' EDGE [ MN 2 x 4 SPF (C-Q42) OR BETTER WALL STUD 1!?16: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF. SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 5/10' LAG SCREW WITH 1-9/32' EMBED IN CENTER OF/ASTUD (3 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-20x9/ir TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 42D LBS PFR LAG FAS1EMER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS DRAWING PART NO. I REV. 324620 P16 The Genuine. The Original. t ' ' • 0 April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Overhead Door Corporation 2S01 S. State Hwy 121. Suite 200 Lewisville, TX 7SO67 Phone 469 $49 7100 fax 4695497281 mmoverheaddoor.com This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 11111111j,/ Kp.9 O' No. r?W •• I8TAIMOF roncli . . Overhead Door.Cor' oration Asu saia`a#sa wamoldi iCar eiao HOItOtI . John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-R7 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Wind Loads Section 1609.1.2 ANSI/DASMA 115 - Windborne Debris testing Section 1714.5.3.1 ANSI/DASMA 108 - Static windload testing Test Procedures Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. E too FL09174-R7 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 202OW static 108-05 and impact 115-05, dated 3/9/2010 CTLA 202OW-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. C 2 (DAOM Drawings TABLE 1. Fl.09174-R7 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev PS 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 A—U-OUD a/q Fl. 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 4 FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a %" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %" MDF decorative overlay. FL 09174-I17 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, Jo n E. Scates, P.E. y Florida PE # 51737 6 John E. Scates, Professional Engineer February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 Re: Statement of Affirmation to FBC 51h Edition (2014) FL 09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 5`h Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 m9zL 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - O90' MINIMUM SSB GLAZING IN MOOED FRAMES SCREWED TOGETHER NTH A MINIMUM OF (6) /8r1' SCREWS INSTALLED IN 13 TOP OR INTERMEDIATE SECTION (NTH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN P IRES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 OF 1175' AND A MAXIMUM LENGTH OF 16.75. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS L LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH SCREWS A 1 BEAD OF BOM 1100 OR EQUIVALENT UNDER THE OUTERFRAME AND SCREWED TOGETHER NTH A MINIMUM O+ 10) JaW SCREWS INSTALLED W TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS STATIC THISUNIFORMDESIGNPRESSURESSHOWNON ORAWIND. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1175' AND A MAXIMUM LENGTH O 32'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS GLAZED SECTION REQUIRES 18 CA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/h14x7/8' SELF DRILLING CRIMPTITE SCREW TO 1/ ATTACH 1THHE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT SnLE AT THE CEN1ERUNE CK THE ODOR PER DETAIL F ON NUT A SHEET L 1 IMPACT RESISTANT GAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT OEOORATIVE INSERTS) GLAZING SHALL BE 1/4' MAKROON-AR POLYCARBONATE OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 5O.W. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE GEMS REGIONS SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL ITS (SEE OETAIL G SHEET 2). IS GA J-STRUT SCREWED TO LOWER INTEGRAL PoB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. QU INSTALLER SHALL FIELD INSTALL (1) 1/h140/6' SELF DRILLING CRMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' D.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED 7/18' TO MEET NEGATIVE PRESSURES SEE 5. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED 6. SECTION SHALL BE CONSTRUCTED VAIN FOAMED W PLACE U91EL POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A PGLYIANINATE BACKER FOR U ENO CAP TO HAVE A MINIMUM 1.1' DEPTH. ON SECTION 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE N SHALL BE THE RESPONSIBIITY OF 1HE PROFESSIONAL OF ON RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS ACCORDANCE WITH CURRENT BURRING CODES FOR THE LOADS LISTED ON THIS DRAWING. S. DOOR JAMB TO BE MINIMUM 2Xe STRUCTURAL GRADE LUMBER. RISER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOOED FRAMES SCREWED TOGETHER WITH A N114MUM OF (6) #W- SCREWS INSTALLED W THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WINO -BORNE OEBPoS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE OENTERUNE OF THE DOOR JOHN E. SCATES PE 3121 FAIROATE OR CAIWi1LTON. TX 75007 FL PE 51737 TX PE 56JW/FZZ03 PRMSSIOHAL LAONDRS SEAL PROMOEO C HLY FOR VERIFICATION OF WINOLOAD CONSTRUCnON OETAILS CA HOPoZ ANGLE GA FLAG ANGLE ' I8 GA NW HORRTRACK 5/18 1-5 ' LAG MIN 3 AS SHOWN) , le GA NW VERT TRACK 5/le 1-5/e' LA SCREW AT EACH JAMB BRACKET • h20X9/16' TRACK AND 1/h20 HEX T EACH JB JAMB EIRACI F LOCATION IS GA STIFFEN JAI® BRACKETS SEE SCKELOUIE FORCE AHIIY, IOCATON, AND TYPE CK SLIDE LOCK BOTH ENDS NOT , WITH OPERATOR NOTE 5). SLIDE MOCK SHOWN FOR GLAPoTr 4 SECTION SOLID SEE SHEET BAR LOCATIONS 000Rs WITH OTHER auHLNnnEs AND 3 THIS SHEET FOR SEE U-BAR NOTE ON SHEET REVISIONS 2 FOR U-BAR INSTALLATION P4 CHANGES TO GENERAL FORMAT AND CHANGED DOER U-BAR FASTENER TWE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/06 18 GA OPERATOR STILE FACTORY ADHERED TO CENTER OF 70P SECT P5 ADDED SUPERIMPOSED GA END CAP OESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDEO IMPACT RESISTANCE TO DOOR. ARE NOT IMPACT RESISTANT. 1 GRT 6/6/07 P7 MODIFEO JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 i IPB ADDED IMPACT NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE INCREASED MAX HEIGHT TO 8'-9' ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/22/08 D PSI UPDATED TITLE BLOCK GRT 8/26/10 EET P10 ADDED LONG PANEL GLAZING OPTION TIQ.IE` (5) CENTER HINGES PER JOINT CRT 3/15/11 REQUIRED ON DOOR WOTHS GREATER THAN 12'-0'. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WOTHS LESS THAN OR EQUAL TO 12'-0'. JAMB AC(ET MODEM HEIGHTg(EACHDOORNO. OF W OF JAMBRACKENS JAMB)OFTRACKYPETRAT LOCATION OF CENTERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM ALL DIMENSIONS t 2') 7'-0'6 O , 25-1 JB , 3< JII• 45-1 4 01 , 63 JBY-0'8 JB , 21-3 a JB , 19-J 4 JB 42 JB 63-1 4 JBg-0'e q . 23' JB , J4' JB , 47-1 4q , 5Ii $ , 67' q 75' JB8'-0'8 JB 21-3 4 JB • 29-3 4 JB 48 JB • 57-1 4 JB 88 JB 75-1 2 JBe 0IGHLIFTOOFPITCHELOWWILL JO) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/16' TRACK BOLT AND NUT. q) FOLLOWING DIMENSION DENOTES OUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO A004TIONAL HARDWARE NEEDED ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR H UNIFORM LOAD EACH JAMB (PLF1 WOTH 16'- 0' ALL 207.2 -230.4 14'- 0' ALL 181.3 -201.6 12'- 0' ALL 155.4 -17Le 10'- 0' ALL 129.5 -144.0 ww1 = " e® Dalton STATIC PRESSURE RATINGS DESIGN ( PSF): +25.90/-28.80 APPROVED SIZES MAX WIDTH: 16'-0' SCALE: N.T.S DATE SIZE: A NAME TEST ( PSF): +38.85/-43.20 MAX HEIGHT: 8'-9' DRAWN 3/8/06 CRT IMPACT/ CYCLIC RATED (YES/NO): YES. MAX SECTION HEIGHT: 21' CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 1 OF 2 RSION OF OVERHEAD DOOR COR PENS COLA. F95 L0IOAPo32514eso . 74-9e90 WINDLOAD SPECIFICATION OPTION CODE 0230 ORAWING PART NO 318960 REV. P10 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED Top FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT ' WITH (z) 1/h14x5/8• EACH ENO WITH (2) I/h14x7 CRIMPTITE SCREWS SELF DRILLING CRI P TE FOR STANDARD TRACK AND (3) D 1/h14x7/8' SELF OR"NO CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH 0. ARE USED TO ATTACKED THE TOP BRACKET AS SHOWN} DETAIL A LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/h14x5/8' CIMPTTE SCREWS. THE (8) PRE -PUNCHED HOLES EACH ENO USE MEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/h14x7/8• SELF DRILLING CRIMPTITE SCREWS 15 CA HINGE ATTACHED EXCEPTION, U-BAR PLACED OVER TOP WITH (4) 1/h14x5/8' RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU ENO CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/h14x7/8' SELF ORIWNG ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE, WE TO CLEARANCES REOUIRED TO 2' NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS ALL U-BARS SHALL BE 4-1/2• STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTAWNG ROLLER SLOES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/h20x5/8' INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF WITH (TI21 1SCREWS /8• CRIMP lE SCREWS THRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGETOPLEAF, AND 1 OF OF U-BAR AND BOTTOMWHICHISFIELDINSTALLEDHINGELEAFAND1THRUTHRUPRE -PUNCHED HOLE WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/4-14x5/8•CE U-BAR OVER INTEGRAL FOB WITH DOWN TO CLEAR BOTTOMGRIMTITESCREWSCH CKET AND ATTACH THRU ENO CAPWEACHENDWITH (1) 1/{-14x7/8' F ORIWNG CRIMPTITE SCREW AS FOR IMPACT RESISTANCE,WN AND USE(1) 1/4-14x7/8' SELF BOTTOM BRACKET MUST BEWNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-147/6' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-204/6• RIWNC CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. JOIN E. SCATES PE 3121 FAIROATE DR. CARRQLTON, TX 75007 FL PE M737 Tx PE 56300/T2203 PROESSIONAL ENGINEER'S SEAL PROMDED ONLY FOR VERFIGTION OF UHILOAD CONSTRUCTION DETAILS Bx3/4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2. D.C. MAX----,--' 1/8• BEAD GE / UILTRAOLAZE SSG4000AC ISTRUCTURAL SEALANT OR EQUIVALENT FACER STEEL \ NON-STRUCTURAL \ `/ DECORATIVE INNER / DETAIL E USED ONLY ON IMPACT • ' GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/4-14x7/8' SELF ORIWNG CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) QE 1) 1/4-14x7/9• SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J-STRUT & OPERATOR BRACKET. NOTE, J-STRUT h SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (( 1/4-147/8' SELF DRILLING CRIMPTITE SCREWS----.L-- IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3% 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ---- 4) SECTION DOORS WITH (5) 3% 18 CA. 80 KSI U-BARS LOCATED OVER INTEGRAL FOBS AS SHOWN — DETAIL F BAA MTNOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES NTH (2) I/4-14x5/6' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-140/18• SELF ORIWNG CRIMPTITE SCREWS AT EACH ENO CAP (EXCEPT BOTH U-BARS ON 80TTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) I h14x5/8• CRIMPTITE SCREWS APPROXIMATELY MIDWAY bEtWEEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-144/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH ENO. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR NOIHS LESS THAN OR EQUAL TO IY-O'. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION L DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. NTH THE EXCEPTION OF THE (8) PRE -PUNCHED HOES IN 1/1' POLYCARBCHATE THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER SUDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION CRANING. ALL PRE -PUNCHED HODS IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR NTH 1/4-144/8' CRIMPTITE SCREWS. 3. 18 CA U-BARS SHALL BE STAMPED '46' APPROXIMATELY B' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES DESIGN (PSF): +25,90/-28.80 MAX WIDTH: 16'-0: TV TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9' DO IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: MODELS 5120/6100/9100 A0015O32514oFO A, FLORIDARI WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS CHANGES TO GENAL IMAT AND CHANGED 3AR FASTENER TYPE END CAPS AND TOM RETAINER, WGEO CENTER HINGE IGE AND ADDED IVER OPTION kNGED STRUT 4TIFICATIGN METHOD IM COLORED PAINT TO APED NUMBER. ADDED SUPERIMPOSED' RGN PRESSURE LOADS SUPPORTING UCTURE AND ARROWER DOOR MOTHS. RB 5/10/06 6 ADDEO IMPACT ESISTANCE TO DOOR. DOED MODEL 6100. ODIFlED NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. RT 6/6/07 CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2 4/ 17/08 ADDED IMPACT ISTANT GLAZING. ED TEXAS LICENSE IBER TO TITLE BLOCK. NGEO LOUVER NOTE. REASED MAX HEIGHT W- 9'. ADOEO HIGH AND ROOF PITCH CK NOTE. 7/ 22/08 UPDATED TITLE BLOCK 5/ 26/10 ADDEO LONG PANEL ZINC OPTION 3/ 15/11 I 1 3/8/06 1 CRT ED 4/6/06 1 MRB SHEET 2 OF 2 DRAWING PART NO I REV. 318960 1P10 PLICE PLATE LOCATION SEE SCHEDULE 14" MAX 1 12" MAX 12" MAX I I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. XHN C. SCATE% PE 3121 FURCATE DR. CARROLLTON. TX 750D7 FL PE 31747 TX PE WM/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERRICAOON OF VANDLOAD CONSTTWCTION DETAILS. CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN C0NTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE RACK 3) 1/4"-20 TRACK R CARRIAGE BOLT KITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL 13 GA MIN CONTINUOUS WALL ANGLE TRACK o 2) 1/4" X 7/16 SEMI TUBULAR RIVITS O 1) 1/4"-20 TRACK 11 GA MIN r ! OR CARRIAGE BOLT CLIP SEE WITH 1/4"-20 NUTSCHEDULE TYPICAL CUP RIVETING DETAIL RSW 0 28.E 11 GA MIN PIIIII / t. SEE SCHEDULE2 1 r(1) 1/4"-20 TRACK 13 GA MIN i OR CARRIAGE BOLT CONTINUOUS i WITH 1/4"-20 NUT WALL ANGLE TRACK TYPICAL CLIP WELDING DETAIL 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 45.0 PSF/-52.0 PSF wa c® palton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PE" ( 850) A4740RID989A032514 REVISIONS 2 INCH ZK-CUPS-TEXAS 1 ANGLE 12 FOOT IATEO 1 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SSURES TO kOD/-52 00 PST FOR DOOR WIDTHS 1NCED 'TEXAS WALL LE' TD 'CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING AIL CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 9800 1 5024 WITH OVERLAY TRACK CUP IEDULE. 8/21/07 UPDATED MODELS IED IN CHARTS. 1ATED SPLICE k CUP IEDULES 9/06/07 UPDATE MOUNTING AIL DRAWINGS 10/05/07 UPDATED CHARTS TO AINATE THE USE OF 08 CUP (REPLACED i /9 ACROSS THE UPDATED STEEL UNTING DETAIL B 04/11/08 EXPANDED 1-1/2' TO 3/B' DOOR THICKNESS ART UP TO 14' HIGH. T 12/11/08 3 UPDATED TITLE DCK T 6/2/10 SHEET 1 OF 2 DRAWING PART N0. I REV. 307494 P10 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR _ BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL q WITH MIN. (1) 1/4-2ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( CONCRETE MOUNTING DETAIL JOIN C SCATES. PE 3121 FAIRWTE DR. CARRDLLTCN, TX 75007 F. PE 5T737 7% PE 36306/f2203 PROIFSSIONAL ENCO43" SEAL PRONDED ONLY FOR VERFICA710H OF WINDLOAD CONSTRUCTION OEUI S. 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE ASCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEA # 7'-0' 7, 9. 9, 9, 9, 11 16 8'- 0' 7, 9, 9, 9, 9, 11, 11 16 9'- 0" 7, 9. 9, 9, 9, 11. 11, 11 18 10' - 0" 7. 9, 9. 9, 9. 11. 11. 11, 13 18 11, - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9. 9, 9, 9, 11. 11. 11, 13, 13. 13 20 13'- 0" 7, 9, 9, 9, 9, 11, 11. 11, 13, 13, 13, 13 22 14'- 0" 1 7, 9, 9, 9, 9, 11, 11. 11, 13, 13, 13, 13 1 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEPLATE # 7'-0* 5, 6. 6, 7, 7, 9 12 8'-0* 5. 6. 6, 7, 7, 9. 9 12 9'-0* 5. 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9. 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6. 6, 7, 7, 9. 9. 9. 11. 11. 11 16 13'- 0" 5, 6. 6, 7, 7, 9, 9. 9, 11. 11, 11, 13 18 14'-0" 1 5, 6. 6, 7, 7, 9. 9, 9. 11. 11. 11. 13. 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK DOOR HEIGHTECLIP #'S FROM BOTTOM TO TOP PLAICE 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0' 4, 4. 4, 4, 5, 6, 6 B 9'-0" 4, 4. 4, 4, 5, 6, 6. 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4. 4. 4, 4, 5, 6, 6. 7, 7. 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-ON 4. 4. 4, 4, 5, 6, 6, 7, 7. 9, 9. 9 12 14'-0" 1 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9. 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHLATECLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0* 4, 4, 4, 4, 4, 4 6 8'-0" 4. 4. 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4. 4. 4, 4, 4, 4, 4. 4, 4 6 REVISIONS 2 2 INCH TACK -CUPS -TEXAS ALL ANGLE 12 FOOT PDATED J 6/11/03 3 UPDATED FORMAT. CREASED ALLOWABLE ESSURES TO 46.00/-52.00 PSF FOR LL DOOR WIDTHS. 4ANCED 'TEXAS WALL MGLE' TO 'CONTINUOUS ALL ANGLE'. ADDED JBSTRATE MOUNTING TAIL. CHANGED TO TEN HD ANCHORS IT 4/2/07 CHANGED FORMAT. DED MODELS 9800 MD BD24 WITH OVERLAY TRACK CUP HEDULE. IT 8/21/07 IATED SPLICE & CUP IEDULES. 9/O6/07 UPDATE MOUNTING AIL DRAWINGS 10/05/07 UPDATED CHARTS TO 0NATE THE USE OF 08 CUP (REPLACED i 09 ACROSS THE AD). ID/24/D7 UPDATED STEEL 1NTNG DETAIL 1 04/11/08 EXPANDED 1-1/2- TO I/8' DOOR THICKNESS IRT UP TO 14' HIGH. 12/11/O8 ADDED MODEL 8700. IATED 1111E BLOCK 6/2/10 wa c® DATE NAME oilbn DRAWN I 8/21/07 CRT CHECKED 8/21/07 1 MRB SHEET 2 OF 2 3395 ADDISON DRIVE DRAWING PART NO. 307494 I REV. P10TRACKSUPPLEMENTCHARTPam' ( 8 0)A474 09890 32514 Florida Building Code Online Page 1 of 2 Business Professional Regulation nk-0 rya Florid Depymwitd GM Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Slats a Facts I PublkaLl" I FaC Staff I ads site Map I Links I Search I Busmen Professi I ProducticUser Regulation Product Aooroval Menu > Product orAoolkJtlon search Aoolkation tat > Application Detail FL # FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archlved Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Fw- Silverine Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Jon Berrlan lonberrian@slbp.com Windows Single Hung Certification Mark or Usting Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/l.S.2/A440 AAMA/WDMA/CSA 101/i.S.2/A440 Method 1 Option A 02/16/2016 Year 2011 2008 I FL # I Model, Number or Name I Description I http://www.floridabuilding.oriz/or/prLapp dtl.aspx?param=wGE VXQwtDgtvA%2bxmzk 1... 2/ 19/2016 Florida Building Code Online Page 2 of 2 1971S.1 I Series 2900/4900 Single Extruded Vinyl Single Hung Window Limits of Use Certf£cation Agency Certificate Approved for use in HVH2: No FL19715 RO C CAC 2-4-16 CCL-_ist.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See Installation Instructions, SWD002, and Product FL19715 RO II SWD002 SS 2016-02-03.odf Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Back Nowt Contact us :: 1940 North Monroe Street. Tallahassee FL 32M Phone: 8S0467-1624 The State of Florida Is an AA/EEO employer. Coovrleht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional man. U you have any questions, please contact 850.487.139S. -Pursuant to Section 4S5.275(1), Florida Statutes, eftctive October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the DerarbTient with an email address If they have one. The emalls provided may be used for official communication with the O2rtee, However email addresses are public record. 9 you do rot wish to supply a personal address, please provide the Departinem with an email address whim an be made available to the public To deherthine If you arc a licensee under Chapter 4S5, F.S., please dick DM. Product Approval Accepts: Cr'e-d t %1 i -_ + E http://www.floridabuilding.orLr/t)r/p app_dtl.aspx?param=wGEVXQwtDgtvAO/o2bxmzkl... 2/19/2016 INSTALLATION NOTES: 1. ONE 11) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 6THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS I.E., Wm IOUT CONSIOCRAnON OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO Of 3/B INCH. SHIM WHERE GENERAL NOTES: SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 1. PRODUCTSHOWNHEREIN 5 DESIGNED AND FATOCOMPLY MANUFACTURED WITHTHE STH EDITION MPLY S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD 20141 FLORIDA BUILDING CODE (FBQ, OCCLUDING HVHZ SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF S FAMIENT AND HAS BEEN EVALUATED ACCORDING TO THE LENGTH TO ACHIEVE 1-1/2 INNIMUMEM6EO MO WOOD FOLLOWING: SUBSTRATEINSTALLATION SHALL MAINTAIN MIN. 3/P EDGE DISTANCE. AAMA/WOMA/CSA 10IA&2/A44046/11 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 48 SEIFTAPPING SCREWS, JJ SUFFICIENT LENGTH TO ACHIEVE A NIIVIUM OF3 NR DS E ETRA N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 31W EDGE OLSTANCL 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIM U WE W-0 E-oVMINTOWo00SUBSTRATE. B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH LK RUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USES 61NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEGIVIRW INSTALLATION SHALL MAINTAIN MIN.13/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PEN ON BEYOND METAL WALL 10, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 6 JOINTS. EDGE DISTANCEMEASUREDFROMFREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRIE7UMASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND IX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED ASSPEOFID HEREIN. REFER TO SWEET 6 fOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL COMMONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZAREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MULMI.OAOE RER OR ANJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE G. WINDOW FRAME MATERIAL' PVC 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. L3. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. GLASS MEETS THE REQUIREMENTS OFASTMEI3W MANUFACTURER'S INSTALLATIONINSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBYTHE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD. MINIMUM SPECIFIC GRAVITY OF 0.55. IN CONCRETE *MINIMUM 03MPRESSFVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS Of 47.8 MIL (0.0478' or 18 GAUGE). MIN. In' EDGE 06TANCT. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINMUM WALL JHICKNE55 OF 1/16'. MIN. 1/2' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 6FNERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 6LAZ[ N6 DETAIL MAX OVERALLSIZE FIFIG. DESIGN PRESSURE IMPACTRATrN6 WIDTH HEIGHT 30 84' O/X 35 / .35 P5F NON IMPACT 36' 66' O/X 50 / -50 PSF NON IMPACT 36' 74- O/X 50 / .50 PSF NON rMPACT 36' 77' O/X 35 / -35 PSF NON IMPACT 44' 62' O/X 50 / -5O PSF NON IMPACT 46- 72- O/X 35 / -35 PSF NON IMPACT 46- W O/X 20 / .20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36' B3.75' O/ X (ORM) 35 / -35 PSF NON rAPACT a. 96- O/X ( ORIEL) 20 / -ZO P5F NON IMPACT 72- 62' O/X- O/X 35 / .33 PSF NON IMPACT 72' 84' O/XO/ X 35 / .35 PSF NON yµPACT 76' 627 O/X- O/X 50 / -50 PSF NON IMPACT 76' 72' 0/X_ C^ 30 / -50 PSF NON IMPACT 76' 77' O/XO/ X 125 / -25 PSF NON IMPACT SO' 74' O/X. M 33 / .35 PSF NON IMPACT 96' 74' O/XO/ X 30 / -30 PSF NON IALPACT 10S 62' O/X- O/XO/X 50 / -50 PSF NON IMPACT M. 72. O/XO/ X-= 50 / -50 PSF NON IMPACT JOE* 84' O/X- O/X-O/X 25 / 43 PSF NON IMPACT SilverLine brAndersen wlwo4ws.ose4s DIVE SIIYE7LI E on" N=TN NUNS*=AU Nt rrszl -I&M it ko j,-•,.T Z_ C X2 NBr- 6 Z P IDigitallysigned by Hermes F Norero, P.E. S W DOO 2 Reason: I am approvingthisdocumentFL#: FL19715 L Date: 2016.02.0309.40:44 -05'00' SHEET• v 1 OF MAX. FRAME MAX. FEE Silver Line WIDTH 45° WIDTH 48• t Andersm e E g E 4 4 F7W F F FOw SYvULLRF LRM mom ananwim W E 001 M- OSTI US1007 F5 co4 0 V)l-O f o a0 MAX. FRAME MAX FRAME W N < HEIGHT 96' x HEIGHr96" QUALIFIED CONFIGURATIONS w W w ARCH TOP CONFIGURATIONS FOR ALL 29014901 iy h LU m W G RATINGS, SINGLE UNIT CONFIGURATIONS .X. W f'a a W cc H A D 4 5 4 y m ELEVATION ELEVATION Z SINGLEHUNGWINDOWSINGLE HUNG ORIEL WINDOW O H Z 0MAX FRAME ~ WIDTH 96' MAX E WIDTH18LLBW4 y QUALIFIED CONFIGURATIONS s E aC 4 S AR04 TOP CONFIGURATIONS FOR ALL 290249M RATINGS, TWIN UNIT CONFIGURATIONS f F F F Z y M29m, S ' O' *Cr 'O' S \\ /I 3' 4 —1 F' l) F 4 O'. ^ 6: MAX EIGHFRAME = HT 74° MAXFRAMEX. . X. .X. ' b''•.. . ••'O 4i + A HEIGHT 84° VZ 4 5 AOC)$ Q u y ELEVATION 5 ELEVATION DWC,#" TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW G W D 00 2 SHEET: 2 OF 6 pia 2• MAX 11' MAX. FROM O.C. CORNERS ll• MAX. r O.C. 2' MAX. FROM CORNERS NOTE. 4V Sr LOM AT D 307I SMAm FE AN04MED MAX V OL. AT HEAD, IAAS, AND SUL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW MAX FROM r 20• MAX COO RNERS O.C. zo•,NAX. O C. L W MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 2' MAX. FROM CORNERS 41/2" 0.4 2' MAX. FROM CORNERS 4 l/ OO.C. 1 x. J L 41/2' MAX O.C. ANCHOR LAYOUT NAIL FIN -THIN SINGLE HUNG WINDOW 6' MAX. FROM 12 3/4• MAX. CORNERS r O.C. 16 1/ 41/2' MAX O.C. ANCHOR LAYOUT NAIL FIN -THIN SINGLE HUNG WINDOW 6' MAX. FROM 12 3/4• MAX. CORNERS r O.C. 16 1/ rr 6' MA . FROM CORNERS ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW IFMAX ROM _ 6' MAX CORNERS I O.C. 6' M 0. 1 momII i• MAX. I 6' MAX. FROM — i j__ O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX FROM +- CORNERS I XAA 6' MAX FROM CORNERS 1 12• MAX O. G ANCHORSTRAP P/ N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SiyAn r4l; ONE mvEO. DF DOVE NOS1M SDMtfw[ OLwauor Ns f> R1 Vstmo 5Q emn a P$ iN ^ 812Z O •"' N I T z R: to Z. v W !• off'' lm z aa i¢"• I < W 5' o Z + a 1* M, r ... U/ m m N Y V z o v vi 0 I I OW6 #: SWD002 SHEET 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER OA SEALANT UNIT BY OTHERS HEI6HT EXTERIOR I O.A. UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 1 1/2• MIN. EMBEDMENT 3/8' MrN. r EDGE DIST 1/4• MAX 1 v<• MAX. SHIM SPACE SHIM SPACE i 1 j SASH REINFORCING INTERIOR SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET6 INTERIOR ON VERTICAL SECTION l Q , HEAD • 2X WOOD BUCK v NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN j 2X W000 BUCK BY OTHERS ' EDGE DIST. SEE SHEET 6 FOR °• . CONNECTION DETAILS y. 4• . ' ° . , • a CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X BY OTHERS t 1/2' MTN. WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION 4 slu-2xw000euCK NAIL FIN EXTERIOR O.A. UNIT WIDTH LAIN. 3/8' EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 8 GR 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, FZSEE SHEET 1 INSTALLATION NOTE M EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 1/' MAX 4 JAMB • METAL STUD NAIL FIN E r SHIM SPACE Si An MI{OON{•1000{ dersen osa uarEnne rnoTNnl { ntaaswreK w anm rM p!rl•Isr000 aim o WW I^ Nrg ^ C, Co oC03` at Zmi W m 40 SS` Hama O+ a Iwo U) Z 0 e 11i H W w DC M N S$ JV Z DWG# 5 YV E)002 SHEET. 4 OF 6 10 WOOD SCREW — INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY ' BY OTHERS PERIMETER SEALANT_J BY OTHERS / O.A. EXTERIOR UNIT HEIGHT SEE GLAZING I DETAIL, SHEET 6 3/4' MINL EDGE DISTANCE ZX WOOD BVCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE 6LA217IG MIN,1/2' EDGE DISTANCE 11/2' MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 10 6R. h SELF -TAPPING SCREW SHIM SPACE MAX - INSTALLATION ANCHOR SHI METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, INTERIOR SEE SHEET 1 INSTALLATION NOTE 14 VERTICAL SECTION 5 HEAD -2x WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 1 EXTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS 51 #14 PAWAKF uFwn SCREWS FRO FRAME, HOLE TO ACCOMODA INTERIOR ANCHOR STRAP, AT TW324 d TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0,0620 P/N 50-2995-2)' DETAIL AT 1 RIGHT FOR INSTALL REQ. r 1/4' MAX1SHIMSPACE 1 0 EXTERIOR FIJJISH 11/4' BY OTHERS a' .• ' . • e , MIN. EMBEDMENT PRECASTSILL BY OTHERS 3/16' ITW TAPCON a :. :.: INSTALLATION ANCHOR 1 3/4' MII EDGE DISTANCE 1 VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME EXTERIOR PERIMETER SEALANT BY OT 14ERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 JAMS - METAL TUBE/STUD ORAPPROVED MUWON THROUGH FRAME HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. SilverLine IYAWemn Mnee. e•esee• am =%* Una ORM NomeNNsw= womt NeCM43Sy= O j y W o i 121rn^ uw= T m W Nco g Q & r" dam a co g No I IF 0 O o w 0 i* ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4- EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. d •. m c 01,0 m In 3 : E 1 j; on h fV) v 2 IV) B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, M 5, PER STRAP. MIN. 3 THREA05 PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- U2' EMBEDMENT, MIN. V EDGE DISTANCE. DWG #: SW0002 SHEET: 5 OF L INTERIOR EXTERIOR INTERIOR 74k5MALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION 6 MEETING MILE 6 INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCINS IS REQUIRED FOR THE FOLLOWV46 SIZE/RATINGS: 48 X 72, (O/X). DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE +/• 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DE5I6N PRESSURE •/- 35 PSF 76 X 72, (O/X-ON, DESIGN PRESSURE +/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X-O/X). DESIGN PRESSURE •/-50 PSF C- STEEL INTERMEDIATE FRAME'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 P5F 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING I5 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF SilverLind NOTE, by'Andersen ALL H SIIN6 CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQVIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE v eoewo. eeeos am MYEFL" Dam m" wRuwimm om M M 4n•vno 5/8' O.A. I6.6LA55 . go i •.. +e EXTERIOR / \ INTERIOR ga A W H MIN.GLA55 pBITE1/2' clm 0 i f moo < Waa 1/8' SETTING BLOCK \ _ owat GLAZING DETAIL 1 a NOTE: 1, LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED I5 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4• FROM CORNERS t6' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4' MIN. EMBEDMENT 11/2' MIN. EDGE DISTANCE 2' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL V) IZP ii 5' • 4c PPO` W{ 9 T JJ!jY n DWG #: SW0002 SHEET: 6 o f L M WINDOW 8 DOOR MANUFACTURERS ASSOCIATION IEWDMAConformance Hallmark® Certificate of AMS, INC. Manngcmma and License CCL4t A°'°`°`"` sysum,, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceit.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109-47 5/21/2015 5126/2025 2286mm x 1219mm (90 x 48) Type- HS; DP +30/-30 psi; Water Test Press 22012a 4. 59psf) 440- H-025.36, .2900/4900170 Series 101/I.S.2/A440-08 Class R-PG35; Size tested, '914mm 2127mm; B9241.01-109_-47 117/20121 3/8/2017, 914x2127mm ( 36x84in}H- 440- H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440• H-025.39 2900/4900 70 Series 101/i.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219x1676 mm (48x66 in}H 440- H-025.40 2900/4900 70 Series 10111.S.2IA440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/312017 9141930 mm (36x76 in)-H 440- H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440- H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 711/2013 511/2017 1118x1905mm ( 44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440- H-025.43 2901/4901/- 1101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm, C7074.01; 7/1/2013) M/2017" 965x1676mm' (38x66in'}Type_ 1H;-' Positive Design Pressure,. DP) = 2400Pa (50psi); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD- 20 10114109 Friday, May 13, 2016 Page 7 WINDOW & DOORMMANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs, INC. 11WDMA Conformance and License CCL X A°'°'°'"'"`'°`°` syUMM Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceif.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440 H-025.44- 2901/4901 101/I.S.2/A440-08 Class LC-PG50;; Size,tested 1.118mm I _ 1575mm; C707 4:01 7/1/201,3; 5/1/2017, 1118x1575mm't(44x62in-)- Type• H;-.P,.osiQve,Desig n Pressure.( DP).= 2400Pa- 50pso-, Negative Design Pressure_( DP) = 2400Pa 50psi); Water Penetration Reslstance' Test Pressure = 360Pa ( 7:52psf). 440- H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 511/2017 1016x1829mmm ( 40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psQ; Water Penetration Resistance Test Pressure 360Pa (7.50psQ 440- H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm ( 40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psf) 440- H-025.47 29001mpact ASTM E-1996 121ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 711/2013 5/1/2017 E- 1886-05 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psf) 440- H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219xl829mm ( 48x72in)-H: DP+ 30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7. 52psQ 440-. H-025.50 2901/4901 101/I.S.2/A440-0& Class LC-P.G50;%Size Tested• 965mm, 1880mm D7075.01-109-47, 1/14/2014. 2/24/201Z' 965mm- x 1880mm • (38 x 74in•) Type-H; DP +50/-50 pst; Water• Test Press:360Pa 7. 52psQ 440- H-025 52 2901/4901 Impact TAS 201/2021203-94 DP 8 Cycle Pressure +501-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440- H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +501-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440- H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 315/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type- H WD- 20 10114109 Friday, May 13, 2016 Page 8 WINDOW S DOOREIL] MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. E'- -'WDMAConformance and License CCL Systems, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-025.57 290114901Impact 440-H-025.59 2901/4901Impact 440-H-025.60 2901/4901Impact 440-H-025.61 2900-4900 Series/2901-4901 Single Hung Window 440-H-025.62 2900-4900 Series/2901-4901 Single Hung Window 440-H-025.63 2900-4900 Series/29014901 Single Hung Window 440-H-025.64 2900-4900 Series/2901-4901 Single Hung Window 440-H-025.65 2900-4900 Series/29014901 Single Hung Window 440-H-025.66 2900-4900 Series/2901/4901 Oriel Single Hung 440-H-025.67 2900.4900 Series/2901/4901 Single Hung 440-H-025.68 29004900 Series/29014901 Single Hung WD-20 10114109 Friday, May 13, 2016 Standard Rating 101/I.S.2/A440-11 Class R-PG50; Size Tested 965 x 1575mm (-38 x 62 in.) Type-H ASTM E-1996 12/ASTM DP +501-50 psf, Missile D, E-1886-05 Wind Zone 4 ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, E-1886-05 Wind Zone 4 101/I.S.2/A440.11 Class R-PG20; Size Tested 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psi; Water Test Press 260Pa (5.43psf) 101/I.S.2/A440.11 Class LC-PG35; Size Tested 1219mm x 1829mm (48 x 72) Type-H, DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 101/I.S.2/A440.11 Class LC-PG35; Size Tested 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psi) 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm x 1676mm (38 x 66)• Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm x 1880mm •(38 x 74) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52pso Wide High Test Report # CertDate ExpDate 965mm 1575mm NCTL-110-16675.3 3/5/2014 12/12/2017 1321mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2018 1321 mm 1829mm D9957.01-109.47 10/9/2014 816/2018 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm 1829mm D9964.01-109-47 1129/2015 8/4/2024 965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 965mm 1676mm E5611.01-109-47 3116/2015, 7/2/2024 965mm 1880mm E5612.01-109-47 611/2015 918/2025 Page 9 INDM WRMWMUFACTUORESAMCIAMON Hallmark® Certificate of Aws, INC. NEWDMAConformance and License (CCL) A°'°'°symmInc. MAAWMen` Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceil.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440•H-025.69 2900-4900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-rl 8/21/2015 2125/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psf) 440-11-025.76, 29004900129014901 Single Hung; 101/I.S_2/A440-11 Class LGPG50; Size Tested) 1575mmJ E4219.01-109-47' 1/15/2016) y8/2626' 1118mm x 1575mm (44 x 62)' 1118mm Type-H; DP +50/-50 psf; Water• Test Press 360Pa (7.52psf)• 440-H-027.19 2907TW/4907TW 101/1.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-10947 12128/2012 819/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-10947 1131/2013 12/13/2016 2286x1880 mm(90x74 in)-H 440-H-027.21' 2900/4900; 101/I.S_2/A440-08. Class R-PG35; Size tested. 1829mm 2134mmJ iC9952.01-109-47j 9I24/2013 7/24/2017 1829x2134mm' (72x84in') DP+35/-35; Water Pen. Resist.' Test Pressure = 260Pa; 5.43psf), 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994xl524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440 H-027.23; 2902/4902 Twin Single Hung Window; 101/I.S.2/A440 11 Class R-PG35; Size Tested•_ 2032mm, 1880mm, C0328.01-109-47) 2/5/2014 9/19Y2017) 2032mm x 1880mm (80x74in), Type-H; DP +35/-35 psf; Water: Test Press 260Pa (5.43psf), 440-k-"027.24 2902/4902 Twin Single Hung Window] 101/I.S.2/A440-11j Class R-PG50; Size Tested 1918mm; 1575mmy C0328.01-10947' 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in)' Type-H; DP +50/-50 psf; Water; Test Press 360Pa (7.52psf), 4404027.25; 2902/4902 Twin Single Hung Window; 1,10yl.S_2/A440-08 Class R-PG30; Size Tested: 2426mm 1880 m J C0375.01-109 7,1 3l5/201J 1118/2017, 2426 x 1880 mm (-96 x 74 in.)' Type-Hj " 440-H-027.26: 2902/4902 Twin Single Hung Window, 101/I.S.2/A440-11' Class R-PG35; Size Tested: 1829 mm; 1575 mm i D9358:01-109-47? 1127/201 5; 816/20 24j 1829 mm x 1575 mm (72 x 62): Type-H; DP +3505 psf;; Water Test Press 260ftJ 5.43psf)j WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. lit > 1 ) Sygerm%Inc. IEWDMAConformance and License /CCL A°'°I°`'"Y'°°`" Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900490012902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psf; Water Test Press 180Pa (3.76psQ 440-H-027.28 29004900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-10947 5/1=015 5/27/2025 2032mm x 1880mm (80 x 74) Type-H; DP +25/-25 psf; Water 440-H-027.29, 290Q 4900 Series/2902-49027win Single Hung; 101/I.S.2/A440.11 Test Press 180Pa (3.76psQ Class;R-PG25;Size_*Tested` 1918mm' 1956mm; E724$.01-109.47; k6/2015 '918/2025; 1918mm x-1956mm (7,6 x •77)• Type-H; DP +25/,-26 psf; Water Test -Press 180Pa_(3.7.6psQ1 440-H-027.30 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440.11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109.47 12/29/2015 3/27/2D26 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7.52psQ 440-H-027.31 ;29004900/2902-4902Twin-SH', 101/I.S.2/A440-11: Class.R-PG50?Size•Tested 1918mm' 1829mm; E9220.01-109.47) 1/15/2016 1/27/2026; 1918mm x,1829mm (76.x•7.2)*' Type:H;.DP+50/-50 psf; Water; Test Press 30.Pa (7.52psQ, 44D-H-027.32 29OD490012902-4902 Twin SH (Finless) 10111.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1115/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-027.33 2900490012902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psQ 440-H-028.14, 2903/4903170 Series, 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm, B643001 41WO12; 12/16/2016- 2737x1575mm• (108x62in}H 440•H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-1D9-47 2/19/2013 1/17/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01A09-47 2/19/2013 1/17/2017 2718x1575mm•(107x62in'-H 440•H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 N22I2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WINDOW & DOORMMANUFACTURERS ASSOCIATION NOWDMA Hallmark® Certificate of Conformance and License CCL Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 JMs, INC. A°'°"°'"'"'"°°`m`°' System tnc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19• ?900-4900 Series/2903-4. 903' 101/I.S_:21A4. 40-11 Class R-P.G50; Size Tested 2737mm 1829mm 'C0329.01-109-47 11!!/2014 '2121/2018 2737mm x11829mm.(108•x 72) Type-H;.DP•*5&50. psf; Water Test Press 360Pa (7:52psQ 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.21A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109.47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900170-290314903 Triple Single -Hung 101/I.S.2/A440-11 Class R-PG25;:SizeTested 2737mm 2134mm E7250.01-109-47 8121/2015' 10/14/2025 2737mm x 213.4mm (108 x,84) Type-H; DP +25/-25 psf; Water Test Press,160Pa (3:7.6psQ. 440-H-028.22 2900-490012903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109-47 214/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psQ 440-H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900170 101/I.S.2JA440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118x1524mm' (44x60'in}H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-029.08 29004900/29074907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-10947 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psQ 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in}H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psQ 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3123/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-2010114109 Friday, May 13, 2016 Page 12 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of IEWDMAConformance and License CCL AMS, INC. X>AdminimatitiMm gemern sya =% Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report At CertDate ExpDate 440-H-089.00 5500/5510 Side Lite (Specimen 2) 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm 2432mm E6290.01-109.47 11/23/2015 4/27/2025 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 26013a 5.43psQ 440-H-089.01 5500/5540 Transom (Specimen 1) 101/l.S.2/A440-11 Class R-PG35; Size Tested 2734mm 914mm E6290.01-109.47 11/23/2015 4/27/2025 2734mm x 914mm (108 x 36) Type-TR; DP +351--35 psf•, Water Test Press 260Pa 5.43psQ WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: T -4x— John MCFee, IMP of Can,, rams, WDMA Hallmark By. A(,14 Rhonda Schoa, Authorized Representative, AMS If Program Sponsor. Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)673-4828 www.wdma.com Program Administrator. Administrative Management Systems, Inc. PO Box 730, 205 West Main Sackets Harbor, NY 13685 TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 3947 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/ 15/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17 -05'00' p 4 • O 7 _ fl TT = 0 i,1/ONA; ,`` Hermes F. fit orero, P.E. Florida No. 73778 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 51h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 51 Edition Florida Building Code, excluding, the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 51h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. Yc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4/28/2017 Florida Building Code Online r--.,'—`^—•!•r,--••,---r—•—+—,.'.—rf, .,"—y."^-; ,..— r—+..---•—•-,•—•'.'rf..?•r+:m'-r•—'^.,+...,.....1•R,T.r.--r.a-•-«..—.•...-+--,, ...y I r. 'i4 • 'ti•. 1. '. h . • i. • G. . , • Warebi,.. '1 CIc i yv,'''G ii•:I ui J•" :.f• i._ 4.'I{1'• „ •M1:• `' %•r ';..1 ,.' .. r%7;.." •. _c r l i f I1 .T_y . •' -,'1J, >:` .,1S. p•' ' f' o,r 1' ':: 3r( 1( G'•• ' r' ,, I••' ' I` :. t, .. :. ( Tf 1 ,Cf•, `1ll Jlt,',i'L~''.1:,; ' v g \weh'•..„J Y r''• Jl•V't1:I ,. •I ''r•• ''It • C•• • I• , -' • ' j v::i:....._ i: .....Z'' "•r._+'=. ` !.? s: .• _ _ - ::lL'Itf"J'i'16M `[K.U" x"a' SCIS Mome I Log In I user RegistrationI Hot Topics I Submit Surcharge I Stets a Facts I Publications I FSC Stall I SCIS Site Map I Links I Search Orgo Product Approval USER: Public User Product Aooroval Menu > Product or Aoollotlon Search > Anollcadon Lis[ > Application Detail FL # FL13192-114 a. ? •: Application Type Revision Code Version 2014 A ' •• ' + r' Application Status Approved Comments Archived ; Product Manufacturer lames Hardie Building Products, Inc. Address/ Phone/Emall 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 i 909) 349-2927 pingsheng. zhu@jameshardie.com r f `•F '•?-;; 1 Authorized Signature Pingsheng Zhu 1 pingsheng,zhu@jameshardle.com 6t'. L' "1.41ft ': r:,• y,;:,;;; : ; Technical Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardie.com r r j' t t '1'''; i', F• ' Quality Assurance Representative Pingsheng Zhu 1::,; i': y ., Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 l rY • y. =.i': ; 909) 349-2927 pingsheng, zhu@jameshardle.com E1 ir'r ct'•' t';,`3i;;'' Category Panel Walls Subcategory Siding fir' :,}.,]•..'.. '^ '•. :•^ i:• ,. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received r' silo'\- i'.l ••_1. ;••. , Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florlda Ucense P 2 E- 4121 Quality Assurance Entity Intertek Testing Services NA, Inc. ti•`• j,,`'•'•F J';." •'I.'' Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received ice: •.''' ". v:.: .'.:. Certificate of Independence FL13192 R4 COI RIO Indeaendence.PDF CertificateofReferenced Standard 'and Year (of Standard) Standard Year r'' ;', • .•,; ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards i' •:` .:, f ,' Certified By Florida Ucensed Professional Engineer or Architect 1- : FL13192 R4 Eauiv ASTM C1186 Eaulvalencv Sioned.al f htlps/ hvww.floridabuilding.orglpr/pr app dd.aspx7param=wGEVXOwIDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA"/o3d%3d 1/3 4/2B/2017 l Sections from the Code I i ` I Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products Florida Building Code Online FL # Model, Number or Name 13192.1 Cemplank Lap Siding Method 1 Option D 08/17/2015 08/26/2015 09/07/201S 10/16/2015 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In accordance with NOA 1S- 0122.04. Description _ fiber -cement lap siding Installation Instructions FL13192 R4 1I ER RIO-2553-1S Plank metal wood.odf FL13192 R4 If ER RIO-2557-IS Plank Shlnole CMU.odf FL13192 R4 11 ER R_IO-2577-15 Plank to WSP Sheathing odf FL13192 R4 II Install CemPlank Sldino.odf FL13192 R4 Il NOA 15-0122.04.odf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-IS Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-IS Plank to WSP Sheathina.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 II ER RIO-2553-1S Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 ' R4 11 ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 II ER RIO-2577-IS Plank to WSP Sheathina.odf FL13192 R4 11 Install HardlePlank Sldlna.odf . Design Pressure: N/A Other: For use In HVHZ install In accordance with NOA 15-• FL13192 R4 11 NOA 15-0122.04.6df 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-1S Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-IS Plank to WSP Shea hlna.odf FL-13192 R4 AE NOA•15-0122.04.odf " Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: fiber -cement Individual cladding shingles Installation Instructions FL13192 R4 II ER PIO-2555-15 Shlnale metal wood.odf FL13192 R4 II Install HardieSh4nale Sidino.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-IS Shlnale metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straightedge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO-2555-I5 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 II Install HardleShlnale Sidino.odf Design Pressure:'NjA Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third'Party: No Evaluation Reports FL13192 R4 AE ER 11I0-2555-15 Shingle metal wood.odf I .FL13192 R4 AE ER RIO-2557-15 Plank Shinale CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf httpsJ/www.floridabullding.orgtpr/pr ppp dtl.aspx7param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHI104CXwhKRcIKDf7RrxWwZsbgMA3d%3d 2/3 4/28/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In accordance with NOA 1S- 0122.04. M FL13192 R4 11 ER RIO-2557-IS Plank Shingle CMU.Ddf FL13192 R4 It ER FUO-2577-15 Plank to WSP Sheathina.odf FL13192 R4 II Install Prevail Lao Sidino.odf FL13192 R4 II NOA IS-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RI0-2S53-IS Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-IS Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes Contact Us :: 2601 Disk Stone Road. Tallahassee M 32399 Phone: 8S0.487.1824 The State of Florida Is an AA/EEO employer. Coovnoht 2007-2013 State of Florida.:: Privacy Statement :: AGMSIbIllty Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1., 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment with an email address If they have one, The emalls provided may be used for official communication with the licensee. However email addresses ere public record. tf you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: M Credit Card Safe httpsl/www.tloridabUlding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnH11D4CXwhKRgKDfIRrxWwZsbgA%3d%3d 3/3 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, f o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 HardlePlank- N >o Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUIV PRODUCTS *11M IaMMOirria.00mtathemostreaentvorsron. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURETO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING COOE-S,AND VOIDTHE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE'" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ10e PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE'" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIEI STORAGE & HANDLING: Store flat and keep dry and covered prior to installation Installing siding wet or saturated may result in shrinkage at bun Joints. Carry planks on edge. Protect edges and corners Irom breakage. James Hardie Is not responslblo for damage caused by improper storage and handling of the pr'. CUTTING I OUIDOOFS INDOORS 1. Position tatting station sD tat vtlrd wW bbwd nl away from use 1. Cut only using score and snap, a smears (manual, electrU: or pneumatic). and arm h area. 2. Position citing station In well ventlated area 2 Use one al sou W nil melody. a HesL L Soaa and map L Shears (manual, elodrt or pneurrallo NEVER use a power saw Indoors b. 8elter: I. Dust reducirq circ ul , sawetyrkped with a NEVER use a dalar saw blade that does net nary to HaTieftle saw dada sadauark HaNe81ade1saw blade and KFA vacu trh eO wkin NEVER dry sweep — Use wet suppresslon or HEPA vacuum c, Good: I. Dh61 rodudg ruwGr saw with a Hardkiihade saw blade my rFp forlmv In moderate aAlhg) Important Not.For mextrnm pmtedbn (lowest respieble dust producti4 Janus Rudie rer a amends d%-jxA usIntl Best'•lehel aAOhg methods where leaslte. NIOSH- appro ed respirators can be used In cordunctbn vdth abode cutting practiioes to further reduce dust exprsuas. Addional aposure itoamton Isavallable at wwerdameshaodle.00m to help you d:Bmttne the aw 41plWlate CA ng Method for yourlobregUrements. I cortcem Qll exists about otpaaum losers or you dh not comply with Hie abarepredicts. you Should AhWoonsulta cludrud indugWalhyglenlstoromW James Hartle for flullherinformation. sanni"" GENERAL REQUIREMENTS: HardiePlanle lap siding can be Installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening reg0tements. Irregularities in framing and sheathing can rnirror through the finished application. Information on Installing James Hardle products over foam can be located Ile JH Tech Bulletin 19 al www. lamehardle.com A water -resistive barrier is required In accordance with local building code requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing In accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardleWrap• Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When Installing Jaynes Hardie products all clearance details in figs. 3-14 must be followed. Adjacent ftlilshed grade must slope away from the budding in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double wall Single Wall Do not use HardlePlank lap siding In fascia or trim applications. construction Construction Do not Install James Hardie products, such that they may remain in contact with standing water water+esl*M bander del-h bracing HardlePlank lap siding may be Installed on flat vertical wall applications only. **od or 24'o.e.arrax. For larger projects, including commercial and multi -family projects, where the span of the OSBsheathing 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. • r These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie" Siding Products' at www.JamesHarcie.com. I I DONOTusestain, oiValkyd base pallet, or powder coating on James Hardie® Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code (as referenced 20091RC R703. 3.2) A. Joint Flashing (James Hardie recommended) _ B. Caulking" (Caulking Is not recommended for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather differently. For the same reason, nos°tint "ry do not caulk nail heads on ColorPhs products.) C.' H" jointer cover Figure 2 Nan the (B nell tine is rot present place fastener between 314" H6118fd1'tom top u( plarrW Instal planks in moderate of daet at Wit folnts water- iosisdw, barrier fastener Instal a 1 1/4' Carter strip to ensum a con eaten plank angle gap hemen Nadks sad trtrn then eauk—, Note: Feld painting over caulking may produce a sheen difference when compared to the geld palmed PdmePh,s. 'Refer to Caulking section in these Instructions. For additional mformalan on Hard ewre weather Barrier, consult James Hardie at 1-B66.4Hardle or wwvclardkr'waap.com WARNING: AVOID BREATHING SIUCA OUST James Hardie° products contain resp'rabia ctystaline &Wes, which Is known to the state of Calloroo to cause carper and Is cm0otod b/ WIC and MOSS to be a cause of cancer from some aoa"lowl sources. 11mathhg excessive amounts of resphable sllco dust can also cause a dleabing dud potentb9/ fatal lung disease pied alficeah. and to been Inked w th other Rases. Some sieges suggest snudxiq) may Increase these W(s. Outing tnsHletlnn or hakdna (1) work In rxddoor arils with aaple ventilation; (2) ose fibercemed shears tarcrming or, whom not foosih tle, use aHardfladeosawbhnaod dusl-raducing clrartar sat attached to a HEPA vacuuu; (3) vain others In the tmnhediale area; (4) weer a papery -fatted, NOSH -approved dun mask or r soralor (e.g. N95) In accordance wait applicable 9avarnman rngubllans and mawfacturerInwmUom to furNo Itmi «splrabb saica axposurer. DuMg dean -up, use HEPA waums a wet cbowp monads - mover dry oweep. for (umber inlamaaan, rdor to era ircdaletan unslrueto and Material Solely Data Sheet avaiable at xnvw. uneslaadlo.can a by calling I -a00 0 W OIE (1-800.942.7343). FALURE TO ADHEaE TO OUR WMNNGS, MSOS. AND INSfAUATION 116TFIJCTIONS MAY LEAD 70 SERIOUS PERSONAL INJURY OR DEATH. WAM HS11119-P1/4 6/ 13 y ro, CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing " Aare 'uired bylR code1r min 4'x41 , Min. Y." Oo not caulk t' Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Z-FI Ing r ;. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension erg, FASTENER REQUIREMENTS •• Bind Nailing Is the preferred method of installation for HardlePlankm lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repalr). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HO x 2" long) 11 ga. rooting nail (0.121" shank x 0.371 " HD x 1.25" long) Screws - Steel Framing Ribbed Water -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads Into metal framing. Nails - Steel Framing ET& F Panelfast" nails or equivalent (0.10" shank x 0.313' HD x 1.1/2" long) Nails must penetrate minimum 1/4' Into metal framing. OSB minimum 7116" 11 ga. roofing nail (0.121' shank x 0.371 " HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HO). 1 1/4' min. 0"" s1 o.c?. Mil Line I t Wamr f eladva Barrier FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Skiing nail (0.09' shank x 0.221" HD x 2" long) Screws - Steel Framing a Ribbed Bugle -head or equivalent (No. 8.18 x 1-5/8" long x 0.323" HO) Screws must penetrate 3 threads Into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10' shank x 0.25' HD x 1.1/2" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7/16" Skiing nail (0.09' shank x 0.221" HO x 1-1 /2" long)' Figure 15 1 Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 1/4 ovedap T 24- — O.C. max 1 1/4' On. overlap 1 J.- o 314%1• face nag I water•Iesi.we barrier laminate sheet to be removed Immediately after installation of each course for ColorPlus" products. When face nailing to OSB, planks must be no greater than 91/4" wile and fasteners must be 12" o.c. or less. Also see General fastening Requirements; and when oonsidering allemadve fastening options refer to James Hardie's Technical 8ulletln USTB 17 - Fastening Tips for HardlePlankO lap Siding. HS11119-P214 6f13 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is net responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when Installing James Hardiea products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative -heated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc-ooated galvanized steel or stainless steel and In accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE Published wind loads may not be applicable to all areas where local Building Codes have speck jurisdiction. Consult James Hardie Technical Services If you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener (leads should tit snug against siding (no air space). ft. A ) Do net over -drive Trail heads or drive nails at an angle. If nail is countersunk fill nail hole and add a nail. 6Ig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer for -steel framing, remove and replace naip. NOTE. Whenever a structural member is present, HardlePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING James Hardie 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 mourn 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 roll. (Drive under driven nails snug with a smootir faced hammer - Does not apply for installation to steel framing). IMS®Uq flzs 0countersunk, VVYY till &add nail MY snug flush CRA DO -NOT 00 NOT Figure A Figure B under drive nails staple PAINTING 00 NOT use stain, olValkyd base paint, or powder coating on James Hardier' Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch -up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomerlc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulkinoealant must be applied In accordance with the caulking/sealant manufacturer's written Instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should he taken when handling and cutting James Hardie® ColorPIus® products. During installation use a wet soft loth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColoAijs• Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area wiUl new HardlePlank° lap siding with ColorPlus 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 ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does riot warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch -tip will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust, din, or mildew Reprinting Is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oiValkyd base paint, or powder coaling on James Hardie® Products. Apply finish coat In accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS1III9-P314 6/13 y rfv. COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANKe LAP SIDING WIDTH SQ 5114 61/4 7114 7 U2 8 81/4 9114 9112 12 tso=1o0salt.) exposure) 4 5 6 6114 6314 7 8 8114 10314 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 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 58 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 16D 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 14 350 280 233 224 207 200 175 176 130 15 375 300 250 240 222 214 188 188 140 18 400 32D 267 256 237 229 200 200 149 17 425 340 283 272 262 243 213 213 158 18 450 360 300 28B 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 32D 296 286 250 250 186 This coverage chart Is meant as a guide. Actual usage Is subject to variables such as buildlrg design. James Handle does not assume responsibility for over or under ordering of product. IRECOGNITION: In accordance uft ICGES Evaluation Report ESR•22M HadtePlankS lap siding is recognized as a sullaNe allemate to that specited irc he 2006,1009,32012IntenwOonal Reddeneal Code for One - and Two-koly OtwlOngs, and be 2008.2009. 8 2012 Inlemallonal BdldkVCode,. Har&Plank lap string Is also recognized for appka0m In the Iollowlrg: City of Los Angeles Reseach Report No. 2488Z State of Florida listing F1.41889, Dade County, Florida NOA No.024M.02. U.S. Dept Of HUD Materials ft ime IMc. Teas 0eport ent of Insurance Produd Evaluation EC•23. City of Nev York MEA 223.". and California OSA PA-0I1 These documents should also be coaarlted for additional Information conoemi g he adlaitirGy Of this product lor speti9capplicalars. Q2013Jams HadleBuilding Products. All rights reserved. Additional Installation Information, TK Ski and 0denote trademarks or registered trademarks of James Hard' reTechnology Limited. Misaregistered trademark Warranties, and Warnings are available at JamesHardie of James Hardie TechnologyLlnsted. www.jameshardle.com Panelled is a registered trademark of ETBF Fastening Systems, Inc, Y HS11119•P4/4 6f13 MIAMI-DADS MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY ANb ECONOr11C 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/eeonomv James Hardie Building Product, Inc. 10901 Elmo Avenue' Fontana, CA 92337 SCOPE: This NOA is'being issued under the applicable riles 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. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding slid Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; ElardiePlank, CemPlank Prevail Lap Siding; HardieSofftt, CemSoffrt Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miarni-Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit' panels. RENEWAL of this NOA shall be considered after a renewal application has been riled 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 thb 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 literaturo. 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 find shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY NOA No. 15-0122.04 Expiration Date: May 1, 201-7 Approval Date: April 9, 2615 03/3p f2D1s PH&l - James I•Iardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSofftt and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Subtaitted under NOA # 02-0729.020 Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014). FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M: Utrera, P.B. Product Control Exaininer NOA No. 15-0122.04 Expiratiou Date., May 1, 2017 Approval Date: April 9, 2015 1 M IVMLL LENGTH PMQDUCT DESM— 0-" SEE HaWW- j nel®, Cemp3ne19, & Stud Spacing 8t 16" O.Q DETAIL A Prevail® Panel Siding materials are Bt-- —— nor>asbestos liber-cement products SM" ts'idc / 5 ply APA rated tes in accordance with ASTM i 9 , QG . A ( pM• st+eat jrG in C1186 Grade 11. Type A meeting iS' Wit•.,• _ accomanoe wig r"lo"da the requirements ofthe Florida Bwldrg t:odeSec6on Building Code. 23223 i ssoaa io6+blo# T 2 PANEL DIMEN_S_IOM t Vlfidlfl Length 7tuclmeSs O iEIG : > I barrier per Florida 8,9,10' SMW i Est "c I $ ` Balding Code Section 1404.2 QFS GiiI PRESS _1JREgAT1NG_ Fps` 2'X CS•P-F pnstallation Design Pce55ure wood Studs Wood Studs 76 psf i• ' HardePaner, impact Resistantover 5/B" thick 15 plyi -I '" Plonks installed B F C310AM Cempanel, APA rated plywood sheathingNabsatIVO.C. (typ.) Prevoil ganef 3V Minimum Edge Distance Siding REMIL-6 _ Sheathing fastener, as described in Note 1 f/ Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding Water-resative barrier per Florida Building Code Section 14042 i W thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 23213 2" X 4" S-P-F Wood Scads tine wall and soffit frames are m be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. HAJ;LDI Q,CE711IPANE—L PR.EL1/ALL ANEL SIDING 1NS tll lLtON DETAIL All ir allation shall be done in conformance with tins Notice of Acceptance, the manufactutinstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArdvtectpertheFloridaBuildingCodeandtherequirements of this N.OANote 13 5/8' thick / 5 ply APA rated plywood sheathing small be attached to the studs in accordance with Florida Budding Code Sekdion 2322.& sheathing supportedThesidingpanelsshagbeinstalledoverSWthick15plyAPAratedplywoodbyaminimumof2"X r S-P-F wood studs spaced a maidmum of 1G O-C. Note 2] The siding panel fastener shag be a 2' long, o.228' head diameter, 0.092" shankdiameter. corrosion natant siding nail: the fasteners shall be spaced at 6" O.C. at panel edgesandintermediatestuds; the fasteners shall be driven through the SW thick / 5 ply APA rated plywood sheathing into wood studs located at 15' O-C- Fasteners shag have a minimum edge distance of 3rlr and a minimum clearance of 2" from corners. NARDIEPANEL, CFMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSMUCTION fames Hardie Btnlldng Products, b'lr- 10MI Elm Avenue Fontana, CA 923S7 Mr. No A I I PNL.Ptx$OFF Creator: l . Gonzales SCALE 1/2' = i ,0' I Date: 4124=13 Isra£r 1 OF 12 Cladding Fastener Spacing per Florida Building Code Section 2322.3 16.00in. Framing 10 pfxoDCrtEvisaEa • .- Fastener Spa^.ang per Florida Sheathing M-andy, Building Code Section 2322.3 A epae '° • fw Produ<<Ooosd I ICI ,rrr il G PRODlJI.TBEVLSID • I `, 14* fj Z7 eo iyimgtrisbthe lorida I i roarsae a z p : A FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WriH-3-VZ 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAV17Y LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT,tifWG NOMINAL SfW THICK/5 PLY APA RATED PLYWOOD ° HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 23223 CtADQ[bLQa James Hardee BUNfing Products, Ina THE PANEL IS FASTENED WITH 2' LONG, 0223 HEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSION - e RESISTANT SIDING NAILS, PLACE NAILS 6% O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Pie: 900466-W00 SME Fsar No t»eic No Fax 909-427.0634 A PNL-PLKSOFF Crea or E. Gonzales SCALE 1 ° =1•-o• Dale: Q2412013 SHOT 2 OF 12 1 WALL L LENGTH Stud Spa ang at 15' O.C. o— I i L, No. 24 STATE ct;-•F ORI l Nags at 6" O.C. (typ.) 3V Minimum Edge Distance SEE DETAILA SW thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 vvate"esisd,* barrier per Florida BuDding Code Sedion 140Q Metal Cstud HardiePanel, At= NR_@ Cempar4 Prevail Panel Sdmg P D C-T D-EW- -2LON HardePanele. Cempanelm, & PtevaitS Parcel Sing materials are nonasbestos fiber -cement products tested in accordance vrith ASTM C1186 Grade It, Type A and meeting the requirements o. the Florida Building Code. PANEL DLMENk1_QY_S. Width Length Thickness 4' 8,9,10' sms" Installation Design Pressure Metal Studs -104 psf impact Resistant - Panel installed over SW thlclk / 5 ply APA rated plywood sheathing RD1 1l CE ftPANEL,,I EVAILtPANEL8lDWG INS/Ll,s_Oid_DETAIL S Ail installation shall be done in conformance with this Notice of Acceptance, the manufacturer's QUALL•A installation recommendations, and the applicable sections ofthe Florida Building Code. Metal studs where HardtePanet. Cempanel. Prevail Panel Siding"will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this. described in Note 1. N.O.A. sheathing shall be attached to mestuds at 6'00 Note1] 5/8" thick / 5 ply APA rated plywood sheathing Cc Panel fastener, as described in at panel edges and all intermediate supports using a Na8-18, 0.315" head diameter x 1-1W long n ` Note 2 bugle head screw The siding panels shag be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-61W X 't•5/8" Metal C StAls spaced a ma)dmum of 16• C. rrrr ' O. C. Note 2] The siding panel fastener shag be a minimum No. 8-14 0.315" head diameter X I -SW HardiePanelOSidlinglong* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shag be spaced at V' O.C. at panel edges and intermediate studs; the fasteners shag be driven through the 5/8" thick /5 ply APA rated plywood sheathing into metal Water- resiswe tamer per studs located at 18" O.C. Florida Building Code Section Fasteners shag have a minimum edge distance of 30 and a minimum clearance of 2" from 1404. 2 comers. l- IARDIEPANEL, CEMPANEL, PREVAIL PANEL SM" thick/ 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened James Hardie Building Products, Inc, to metal studs as described 10901 din Avenue in Note 1. Fontana, CA 9=7 20ga, 3-5/8" X 1-Wr.Metal C-stud Phone: 909,356-630D stte Fsue No MG O The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PL.KSOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE Ur = T-T Date: 4242D13 s r-Fr3 OF 12 6.00in. N- 1 I II i T 6.001 in. PRODUcrREV25M at o017 P8 wi+ to tr7oaeda Bol ft Code ca OWNNAA ' NOMINAL 2D GAUGE_-W STEEL STUDS FASTENED WITH SW WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED By THE ARCHITECT OR ENGINEER OF RECORD W COMPLIANCE WITH THE FLORIDA BUILDING CODE SHF,A71.11NG • i NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6.00 AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CIAD_DING - THE PANEL IS FASTENED WITH NO.8-18.0.316' HEAD N RESTS Awr Cladding Framing II t Sheathing II I•I II II I I I '0. 21 o STATE OF _ I• I I• SOON FOR METAL D WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OFTHIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANE4 PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION lames Hardie Building Products. In- IM01 Elm Avenue DIAMETER X 1-518 LONG CORROSIO & - - ForrtanaI CA 9r337 RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT FSaM NO ovuo No asv LEAST 3 FULL THREADS PENETRATINGRATING THE METAL Phone: g00 s PNL-PLK-SOFF 1 FRAMING), PLACE SCREWS 60 O.C. AT PANEL EDGES Fax 909-42T-0pq A AND INTERMEDIATE STUDS E.Creator. Gonzales sca e 1• =1'-0• Date 41M4/2013 s rEr a OF 1 WALL WALL LE W .. SEE DETAILAat16" O.C. r 1..AAA as aa't*W6 wie.fir 1 ]osids 60 Mi•rm ace I Card I ! _ 3/4' Minimum Edge Distance QEM Q Sheathing fastener, as described in Note 1 41sS10 N AL Nails at 1s- O.C. (typ.) Siding fastener, as described in Note 2 PlvraOs . 5 HardiePlank, Cemplank, Prevail Lap Siding PW rim, Cw d Water -resistive barrier per Florida Building Code Section 14042 5/8' thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 20 X 4' S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in eompfiancae with the Florida Building Code. pgODU(1' B_. SCRLP-11P HardiePlankS, CemplankS. & Prevan Plank Lap Siang materials 518-thick 15 pyAPA are nonasbestos fiber"CementProductstestedinaccordance wileratedplywoodASTMC1186Gradeit, Type A and sneafhing meeting the requirements of thewithFloridaBuildingCode Florida 10 9 Code Secbon23. PANA_L,WEMSic Watet-[e"119 Width Length Thickness bai ierperRorida 59-VZ I S/16' BuDeLng Code Section 14042 DESLG P _Eu_S.MR9_R0M r'X 4' SP-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant — Planks installed over 5/8" thick / 5 ply 1-1w tall X smr APA railed plywood sheathing thick starter st ip N4 iDIjZP_LAI:1C11P_I.A_I!IIC 2Rk A LA1' SIRLNGJ SXAuA RL.PA_1 LSAlllrtstaDationshaDbedoneinconformancewiththisNoticeofAcceptance, the manufac"ersinstalWnrecommendations, and the applicable sections of the Florida Building Code Wood where xardePlank, Cemplank, Prevail Lap Siring will be installed shall be designed by an EngineArdrifad per the Florida Building Code and the regten=ments of this N.OA Mate 37 thick / 5 py APA rated pywood sheathing shall De attached to the studs in accordance with Florida BuOding Code Section 2322 3 PlanksshaDbeappliedhorzontWIycommencingfrom the bottom course of the wall with 1-1/4 wide laps at the top of the plank such that the exposure area of each plank is s 8-1/4' vertically Note21Thesidingfastenershallbea2-1/r long, 0.223" head diameter, 0.092" shank drameta r, corrosion -resistantsidingnail; The siding is fastened s 8-1/4' O.C. vertically and 16" O.C. horizontally, fasteners aredrivenintowoodstudsthroughWthick / 5 ply APA rated plywood sheathing. fasteners are placedintheovertappingareaapprcadmately314' from the bottom edge of the overlapping plank Vertical joints shall be placed over studs. The planksshallbeinstalledover5Wthick / 5 ply APA rated Plywood sheathing supported by a minimum of 7%4" S-P-F wood studs spaced a maximum of 16' O.C. Fasteners shall have a minimum edge distance of 3W. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Pnoduds, rna 10901 Elm Avenue Fontana, CA 92337 A I I PNL-PLK SOFF Creator. E Gonzales sc 1!2' 911-W I • Date: 4t242o13 IsnEEr S OF 12 Fasten: Spacing per Florida Building Code Section 2322.3 16 in OC— Cladding j j' Framing Fastener Spacing per Florida sr"Wng BWI&f q Code Section =3 I I. rcrss+LSw wcaepmo st3of3-f'f/.L'% t i i fieio. deProd•etf etrd I , EBAMN—G. NOMINAL 2" X 4' S-P-F WOOD STUDS 16' O.C. FASTENED WITH 3=1/2.16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTKON) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING. ' NOMINAL SIV' THICK / 5 PLY APA RATED PLYWOOD SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 C-LAD-QIxr PLANKS.OVERLAP 1-1/4' THE EXPOSURE IS 93-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/Y LONG, 0223" HEAD D4'1MOBtk 0.W SHANK DIAMETER CORROSION• RESISTANT SIDING MML.S,•PLACED 3/4' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION eoo i '' '' rfrFloddtr I • I `,,,,, .. SF• A••.r Sri . I ,No. 121 STATE P .1 S%IVAL joist FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANDW110LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTIONtiHARDIEPLANI(, n James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 9=7 Phone: 909-356-6300 FSM NO DING "O Fax 909.427.0634 A PNL-PLK-SOFF Creator. E. Goraales ScAW 1• =1'-w Date: 4124/2013 s w 6 OF 12 1 I WAIL HEIGHT B at 15— 0 C WALL LENG SEESEE PIZODUC? Q—F- TION HardiePlankO, CemplankS. and W1%ick15*APA Prevail® Plank Lap Siding materials are nonasbestos fiber -cement in r s>udsIDmedesalbed products tested accordance with ASTM C1186 Grade II, Type A and1 in Note 1 meeting the requirements of the Florida Building Code i i lt1 2BuWN tame per Code ELM Dllq%L_ONS WidthLength ThicknessEr,r Section14042 59-1/T 12' 5116'• 3W Minimum QETA1,6 i rdP eeao b*wa - rare swift h bwd RodoctCoam d 7 .i ( i : i toga, 3-518' X 1-5/8" DESIGN PR MS_U$E RATING_ Metal Cad Installation Design Pn sure ftcrePlank. Metal Studs -92 psf LapPmvajlSidtV Impact Resistant - D'rstance Naas at 16" O.C. (tip.) ''... Pg 1-1 taA X 5tr s• Planks installed over 5/8"thick / 5 ply ktltidc starlet strip APA rated plywood sheathing Sheathing fastener, as described in Note 1 Sl ` Siding fastener, as described in Note 2 Caratd I I HardiePlank, Cemplank, Prevail Lap Siding A , Water -resistive barrier per Florida Building Code Section 14042 SB• thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-W X 1-W Metal Coetud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Melling Code. LtArRD(FpLAN1 CEMPLA_NK pREV I f WP S1D1NG_DJSiAL1A T Qj_J I Ali installation shall be done in conformance with this Notice of Acoeptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, Cemptank, Prevail Lap Siding wry be but iced shall be designed by an Engineer orArdtitect per the Florida Building Code and the requirements of this N.OA Note 1] SW thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6'oc at panel edges and as intermediate supports using a No.8-18, 0.315" head diameterx IAX long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1X wide laps at the top of the plank such that the exposure area of each plank is S 8-1/4" vertically. INote 21 The siding fastener shall be a minimum No- 848, 0.315" head diameter X 2.1/4' long• bugle head screw over metal studs (`or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-114" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through SW thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 314' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick if ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-W' X I -SW Metal 0-6Wds spaced a maximum of 16" O.C. Fasterwsrs shall have a minimum edge dunce of 3/8". HARDIEPLANK, CEMPLANIS PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, I= 10901 Elm Avenue Fontana, CA 92337 909-427-0634 A I I PNL-PLK-SOFF Creator. E. Gonzales Isrue 1/2' =1'-0' i Date: 4r24/t013 I srcEET 7 OF 12 6.00in. t I 6 00in. I 0.76in T ' _............. c0,ftftF)wift 14 ON GCO& L i l/•QADegio =1Din : T By FRA16 G_ NOMINAL 20 GAUGE 3-5/8" X 1-B/8" STEEL STUDS 16° O.C. FASTENED WITH SW LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WAIL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE sHEA T—WN NOMINAL S/8"THICK15 PLY APARATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-114" LONG BUGLE HEAD SCREW CLAPJ10G PLANKS OVERLAP 1-V4• THE EXPOSURE IS s 8-1/4" 9 THE PLANKS ARE FASTENED WITH NO.8-18, 0.318' HEAD DIAMETER X 2-1W LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION in. 6.00in oc I . I •I REVISM ocaypiqu. Sft IF1o ib cO& -I Cladding Framing sheathing off :: ATE OF OR FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products..Inm 10901 Elm Avenue Fontana. CA 92337 Fax 909-427-0634 A I PNL-PLK-SOFF I 1 Creator. E. Gonzales lw.,LEI DaW: 42412013 SHEET a OF 12 WALL 1 I WALL 1.ENG'fH Stud Spacing at 16 O.C. 2QAlL A B 3/8" Minimum SEE E&Q'1t&MrS,CaLm- 09 DETAIL A HardieSofl10 & CemsoffiS materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade H. Type A j and meeting the requirements of the Rorida 1 Building Code. A_QMLDI?Agk 10N$ 2"X 4" S-P-F Width Length Thick Wood Studs 4• 8! 1/4" p .LG_N I&F,S_S-UREJ3A?711_G. HardieSoffirk Installation Design Pressure Cemsol6t Wood Studs 70 psf 4.. Nails at 4" O.C. (bp.)lI ICt REWSM Distance Ne Floddr a O0` d! Ac+r:prmeerlof3,5Eww"Dine O 1 offitfastener, as escribed in Note 1 HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wag and soffrt frames are tD be designed by the Archited or Engineer of Record In compliance with the Florida Building Code'. IVU. STATE OF RpJEGQEQ C_EM O.EF!XPAREI-(NSTjAul+I10jbLD_E3[A1L§j AD installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSotTit, Cemsoffit A be installed shall be designed by an Engineer or Archited per the Florida Building Code and the requirements of ttis N.OA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a r long, 0.223" head diameter. 0.082" shank diameter, oarrosion resistantsiding nail; the fasteners shall be spaced at4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs loud at IV U.C. Fasteners shall have a minimum edge distance of 3W and a minimum clearance of 2" from comers. HARDIFSOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901Elm Avenue Fontana, CA 92337 A I I • PNL-PLK-SOFF Creator. E. Gonzales IscuE 12-=1'.o• I Dase:4a4a013 Isru 9 OF 12 4.0 ir, floom. as•bs&Camp AwomwNe w Ko ' dal 107 on n .m000DM. - 17 - Afi i P nAK+Cne ol . By l 6ePio1lrxsCas oi FAAMN-cl NOMINAL2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDIIJG THE SOFFrr IS FASTENED WrrH 2• LONG, 022T HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing - GA No. 121 it STATE 4F ;'427 Q R D S10NA>IJ 1 f FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hartle Building Products, Ina 10901 Om Avenue Fontana, CA 92337. Phone:909-355-M SITE FSCMNo I VAS NO Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales So" 1" =1'-0" Date: 424=13 Sir 10 OF 12 t ALL LENG i ' —%ti SEE PIZO_D-jP: C DESC_RIPMN Stud Spacing at 16" O.C. DETAI L A HardieSoffi* & Cemsoffite materials are nonasbestos fiber -cement products tested in aarordance with ASTM C1188 i —`'- Grade II, Type A and meeting the I I requirements of the Florida Building 1 i i i Code- WALL tlGl'11 i i BETA L A _ 3/8" Minimum Edge Distance 2093, 3-W X 1-518- SQF-F_I-'LQ -WlA AI1QW I AaLid Width/ MetaLength Thickness 4' 8' Hard Sofit, DESIGN PaESS_._l RATiNCt 1AS0ffit Installation Design Pressure Metal Studs -55 yt PRODUCTSJ: vlSED Mails at 6' O.C. (typ.) P ascaeptrigB wiad eFtaeida e witS elFlAcceptoft No uir a , r o,,• a 121 iO01I 0:. S7Q caotid r.., aeaco ua ` _'F =It cep Cop ps NAL ,nits instaildon shall bedone nNconformancel with this Notice of Acceptan tacbrrees installation recommendations, and the applicable sections of the Florida Building Code. fastener, as Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or ribed in Note 1 Arct test per the Florida Building Code and the requirements of this N.0.1i The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X I-SM" Metal C studs spaced HardieSoffit, Cemsoffit a maximum of IV O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0-315" head ddiiat e X 1-1/4' long• ribbed bugle head screw ('or screw shall have at least 3 fun threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and interrnedade studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from cornets. EF° HARDIESOFFIT, CEMSOFFIT PANEL m INSTALLATION DETAILS METAL STUD CONSTRUCTION 209a, 35/ 8" 41-5/8" Metal C-stud The wall and soffit frames are to be designed by the ArchiCetx or Flrgineer Phone: P.M smof Record in compliance with the Fax 909-427-0634 A Floricla.Building Code. 6 Creator. E.-Gonzales. saL James Hardie Building Products, Ina 10901 Sim Avenue Fontana, CA 92337 DV4 No PNL-PLKSOFF w2" = v- cr I Date: 4/24=13 I SHEET 11 OF 12 . Cladding Framing jooi—r. PRCOI)C'L'lREVLSED . N. eo i g+i11 dbe lel+b py ppr rRF%ED yeg s, gvr tloirlo idu 1 Memu adc 4odba[C°e°'1 21 _ \• I ` SST ONP FRAMMCt ///Jff' NOMINAL 20 GAUGE 3.5/8" X 1-W STEEL STUDS IW O.C. FASTENED WAFER HEAD SCREWS NOT PER TOP NOT PART OF THUFORMETALANDSASTUDS, ODE AND BOTTOMM CONNECTION) ' APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C1 4DDMG HARDIESOFFIT, CEMSOFFIT PANEL mn THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETERX 1.1/4 • LONG CORROSION RESISTANT'RIBBED lz BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 .lames Hardie Building Products, Inc. FULL, THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS Fontana. CA 92337 Phone: 909.356-6300 svF FSCN No OVOG No itEv Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales Scram 1" =1'-0" Dale: 4124,2013 mm 12 OF 12 4``/2812017 Florida Building Code Online c 1i' t•'ifY••hl::LTi iik'x?C:• . _. ,. ' • %/J 1 fiNU~ es acts Home Log In user Registration Hot Topics Submit Surcharge Stats d Fads Publications FaC Staff SCIS Site Map Links Search d Florida f Product Approval USER: Public user eq: Product Aooroval Menu > Product or Aooliatlon Search > Annllation List > Appllcatlon Oetall i r •tea:'. f - C•' ,,•,, r •4 _ ti a r•i; is • e r. FL * FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcollslnc.com Authorized Signature Gareth Rahman grahman@aluminumcollslnc.cam Technical Representative Paul Frost Address/Phone/Email S001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcollsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory SofFlts 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden f• Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALCIS001 Evaluation Report 2014 FBC 04 T4 Soffits odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 httpsJ/www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsXSGEO%2f1CXzYpyxAa/e3d%3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 ummaryof.Piroduct5 ' , ,. ::s!L:4'.a.i;_ `I ± :r_.a'u u-....',a: - —_• 1`_ _ .:._ _ _ .:.r' --r---1. FL 11f . Model; Number or Name Description'.''' 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use In HVHZ: No FL12194 R3 II ALClSO01 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALCIS001 Evaluation Report 2014 FBC 04 T4 Soffits.ndf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8S0.487-1824 The State of Florida Is an AA/EEO employer. CoovrlaM 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. 11 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 arty questions, please contact 850.487.1395. -pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Oepartment 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. 1( you do not wish to supply a persorml address, please provide the Oepartrnent with an email address which can be made available to the pudic To determine If you are a licensee under Chapter 455, F.S., please dick hem . Product Approval Accepts: M Credit Card Sate htlpsJ/www.0oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxAOA3d%3d 212 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE Sr" EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES E & Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1452 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use In the. HVHZ. 2. Design wind loads shall be determined in. accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by'the AHJ for confirmation of existing substrates. All data -shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the, project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Prefomted nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-Inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 81 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This -evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 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 AMA for the 'full vent' configuration and 11.1 In2/lin.ft and fof the 'center vent' configuration. See Appendix D for dimension drawings. ie- aui vvwr 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in? /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001. FL12194-R3 Page 2 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommerided 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 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. o1111 ltrjis, aYE iv 2015.08.27 No 74021 07:05:00 04'00' STATE OF O F1 O Q'lZachary R. Priest, P.E. Registration No. s1NA?%, OganazationNo. 021 ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.have, nor will acquire, a financial interest In any other entity Involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 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 iinpty warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LiMRATtoNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location L bon ALClSO01 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A d. 16' Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener L nmt inn Location Location Approved -System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24J roved Systems for 244nch Overhang with J-Channel Approved Systems for 12-inch overhang, with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 31&inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/44nch long x 12F-1 16-rnch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.3116xmin072-Inch dia. . t40.0 24-inch o.c. O.C. inch head dia. trim nail spaced 36-Inch o.c. Max Three (3) min. 3/44nch x 114-Inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 12F-2 16inch W crown staples in diamond pattern Wood crown staple spaced 84nch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-Inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max. Masonry One (1)14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c Wood crown securing Beach panel laps head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-Inch x One (1) min. 1 3/44nch long x 12J-1 M Wood staples in diamond long x 3/84nch head diameter Wood 1/44nch crown staple 0.072 inch dia xmin. 1/4-inch t48 16-inch pattern spaced 24- screw space+ncd1G h o'c spaced 84nch o.c.. head dia. trip nail spaced 48 64.2 inch o.c. connecting soffit to Jchannel 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. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1)14 ga: 5/84nch long T nail Wood Wood 14nch leg staples spaced max 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max 8-inch o.c. o.c. and securing each inch head spaced panel lap 124nch o.c. Three (3)18 ga.1/flinch crown x 1- One (1)18 ga 1/4-Inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max 12-inch Wood inch leg staples in diamond pattern Wood 14nch leg staples spaced max 4-inch end securing eachnco.c. finishing nail with min. 311& t53.3 spaced 164nch o.c. panel lap inch head spaced 12- Inch o.c. Max One (1) 3/84nchhead dia. nail, min. One (1) min.3l8-inch x 3/8-inch One (1) min.1 3/4inch long x 0.072 inch dia. x min. 16F-3 164nch Wood' 1.25-inch embedment spaced 24 Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail 125. 6 inch o.c. O.C. spaced 364nch o.c. Max. Three ( 3) min. 3/44nch x 1/flinch One ( 1) min 3/4-Inch x 1/44nch One ( 1) min.1 3/44nch long x 0.0724neh dia x min. 1/4- T27crow, WoodcrownstaplesindiamondpatternWoods164nchtaPsPacedflincho.c. tospacedinchheaddia. trip nail 24-inch o.c. spaced 48-inch o.c. ALC1S001 FL12194-113 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. width psfl Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. 164nch Masonry One (1)14 ga. 5/8-inch long T nail spaced 84nch o.c. Wood 1-inch leg staples spaced 4- inch.o.c. and securing each 0.072-inch diameter finishing nail with min. 3/16- 43.3 panel lap inch head spaced 16-inch o.c. Three (3)18 gaA/44nch crown x 1- One (1) 18 ga.1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 164nch Wood Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4 o.c. and securing each finishing nail with min. 3116- g 143.3 spaced 164nch o.c. panel lap Inch head spaced 16-inch O.C. Approved Systems -for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Wood Three (3) min. 3/44nch x 1/4-inch One (1) min. 1 3144nch 16J-1 164nch crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/44nch long x 0.072-inch dia. x 23.5 spaced 244nch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 484nch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 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. M CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.t/4- anchored to 124nch o.c. securing One (1)18 ga.1/4- One (1) min. 1.754nch x Max inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24F-1 12-inch Wood leg staples in min. 2.25- Wood leg staples spaced 8 finishing nail with min. 801-90 diamond pattern Ininch x 7d ring One (1) min. 1.754nch inch o.c. 31164nch head spaced spaced 164nch o.c. shank nail x 0.0724nch diameter 12-inch o.c. 24 Inch o.c. finishing nail with min. 3116-inch head spaced 44nch o.c. One (1)18 ga.1/4-Inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min.1.5- No.2 SYP 12-inch o.c. securing One (rows1) 18 ga. 1/4- One (1) min. 1.75-inch x Max Inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 80/ 24F-2 124nch Wood smooth shank rafter with one Wood leg staples spaced 8• finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o a 3116inch head spaced 16-inch o.o, inch ring shank x 0.072-inch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 31164nch head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max One 1) 14 a. 5/8- g anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80124F 12-inch Masonry inch tong T nail rafter with one Wood leg staples spaced 8- spaced finishing nail with min. 78 6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch loch 31164nch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-Inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with. F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three - anchored to 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crownown x 14nchh rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24F 16-inch Wood leg staples in 22r Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern inc x 7inchx7d ring One (1) min. 1.754nch inch o.c. and securing 3116-inch head spaced spaced 164nch o.c shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing finishing nail with min. head spaced 4inch o.c. One (1)18 ga.1/4-Inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No2 SYP 124nch o.c. searing One (1)18 ga. 1/4- One (1) min.. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 1664nnch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25 One (1) min. 1.754nch inch o.c. and searing 3/16-inch head spaced 16.4nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24.inch o.c. finishing nail with min. 3/16-inch head spaced 4-Inch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. searing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and searing 3/164nch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 244nch o.c. finishing nail with min. 3/18=inch head spaced nr-h o.c. ALClSO01 FL12194-113 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal tx2 No.2 SYP scabbed between rafters with one (1) min. 2.254nch x 7d One (1)18 ga.1/4-InchNominalW ring shank nail crown x 1 inch leg No.2 SYP anchored to Three (3) 18 ga.1/flinch Crowd strai ht-nailed throughg12-inchtherafterIntotheend staples spaced o.c. securi n9 One (1)18 ga. /.- One (1) min. 1.75-inch 24J-1 Max rafter with one x 1-inch leg of the barren or two (2) each panel lap Wood inch crown x 1-inch x 0.072-Inch diameter finishing nail with min. 16012-inch 1) min. 2.25• inch x 7d ring staples in diamond pattern spaced 16- min. 2.2Sinch x 7d ring shank nails l oe One 1 min.1.75-Inch leg staples spaced B-inch o.c. 3/16-Inch head spaced shank nail inch O.0 nailed ether side of x 0.0724nch diameter finishing nag with min 124nch O.C. 244nch O.0 atthebatten at each aflb yl6anch head spaced Intersection. Max.M 4-inch o c. rafter sparing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. nch x 7d One (1)18 ga.114inchNominal1x2 ringg shashank nati crown x lynch leg No.2 SYP anchored to Three (3)18 ga.1/4-inch crown straight -nailed through `ai the rafter Into the endd staples spaced 12-Inch o.c. sequin g One {1) t 8 ga.'/.- inch crown x 14nch One (1) min. 1.75-inch 24J-2 Max. rafter with one x 1-inch leg ct the batten or two (2) each panel lap Wood leg staples spaced x 0.0724nch diameter finishing nail with min. t63.3164nch1min. 2.25- inch x 7d ring staples in diamondP pattern spaced 16- min. 2.25Sinch x 7d ring shank naps toe One (1) min. l.7sinch B-inCh o.c. and securing each panel 16 1ch tread spaced shank nail inch o.c. nailed on elther side of x 0.0724nch diameter finishing nail with min. lap 164nch o.c. 244nch o.c. the batten at each batte batter y16 inch head spaced intersection. Max flinch refer spacing Is 244nch o.c. ALClSO01 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovev SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 min. 1/6• heed dia. nail with m1n. w, en4ag4mant(:or rvod substrata) or min. 0.097• die. T-nsil or stub ns11 vich min. 5/8' engagemantilhr ccncrste or.t•lock substraty). npscao as noted above. ASCIA SLIP BOARD ASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wocd, Concrete or BLxY Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wartanty, 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 r n SOFFIT STAPLE OPEN RAFr3/4- x 1/4- ; I ; DIAMOND PATTERN DETAILCROWNSTAPLES , r USING A DIAMOND PATTERN FACIA BOARD i i FASCIA CAPL: 12F-2 3/4- X 1/4- CROWNJTRIMMLFACIA BOARD 8' 1' F' STAPLE ON CENTER 1-3/4' TRIM NAIL P CHANNEL CAW BE INSTALLED WITH THE PAINTED S.S. 48' FASCIA CAP O.C. NAIUNG FIANCE UP OR _ x t/4' DOWN CROWN CROWN STAPLE SOFFIT - max• 12-inch span SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALCIS001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL.SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER KWI ; SOFFIT STAPLE GIST DIAMOND PATTERN DETAIL FACIA BOARD air rsrvtori srwus i 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4- X 1/4- CROWNFACIA STAPLE V ON CENTER 1— CHANNEL BOARD 1-3/4- TRIM NAIL] JTRIMMLPscrevedto•soffit PAINTED SS. 48- with on:(1) $B x212" FASCIA CAP x 318' bead O.C. diameter screw, 3/4- X 1/4- 16" c.c.. CROWN STAPLE SOFFIT —max. 12-inch span SI WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001 FL12194-R3 3of12 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 spedfically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I;' TRIM NAIL FASCIA BOARD PAWED SS FASCIA CAP SOFFIT YAK' CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT & FASCIA 16F-5 DETAIL XZA FASCIA CAP, REFER TO SOFFIT t FASCIA P' CHANNEL DETAIL SOFFIT: MAIL U' SPAM MASOIRYJ SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. 11 1 snganement(for woad substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/3" engagement(for concrete or block eubstraLe), spaced as noted abovo. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wood, concrata or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 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 DIN aAFrn 3/4' x/a• ; I I I DIAMOND PATTERN DETAILCROWNSTAPLEStr1 USING A DIAMOND PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD RI 8' 1-3/4' TRIM NAILSTAPLEONCENTER O-3/4' TRIM NAJL PAINTED IN CHANNEL H T BE INSTALLED WITH THE PAINTED S.S. 48' FASCIA CAP HMUNG FLANGE UP OR O.C. 3/4' X 1/4' CROWN STAPLE SO_oiax. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix S System No. Installation Detail 1 t TRIM NAIL fASGA BOARD PANTED SS. FASCIA CAP SOFFIT rq'- CROWN STAPLE OPEN RAFTER FASCIA BOARD r,t' CROWN STAPLES SOFFIT 8 FASCIA USING A OIAM020 PATTERN- REFER TO DETAIL 1617-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAPS REFER i0 SOFi1T t FASCIA F' CHANNEL DETAIL 8• 3/B SOFFIT; MAX N•' SPAN N000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCISOO1 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. OPEN RAFTER n„; SOFFIT STAPLE GIST DIAMOND PATTERN 2Ar DETAIFACIABOARD A/l 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMONDPATTERN FASCIA CAP B' BOARD 1— 1- 3/1' TRIM' NAIL STAPX1/ 4'CROWNFACIA STAPLE ON CENTER PPAINTED JS. S.S 4k FASCIA CAP O. C. 4' X 1/4' ROWN STAPLE SOFFIT — max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SIBSIR01: DETAIL ALC1S001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRrM NAIL FASCIA BOARD PANTED SS I'> (RD CAP STAPLESEY SDFRT fASCIA USING A DIA11M PATTERN: REFER TO r.1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 11* tRM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F4 rd' CROWN STAPLE — FAs[u [AP; REFER / \ TO SOFFIT t FASCIA / \ OEIA0. Nftersl F-[NANNEL Banes An[kored to SOFFIT; MAN. 2t- ith e 7 L 3/8 Rafters ritA ooa 7d RN Streak Na at I"" Rafter MOOD SIASIIUTf SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 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. MCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 P 8O4RO PAI14- SnOOTH SHAA1t FASCIA CAP ROOF NAILS JUAMFASCIAV CROWN STAPLE 1t' TRIM NAL FASCIA BOARD PANTED S.S. SOFFIT L FASCIA 24F-2 & DETAIL 24F-5 rat CROMN STALE FASCIA CAP. REFER TO SOFFIT L FASCIA OVALwomirwrarSYP f-CHANNEL Win Mckrad to Rarlen Qb as 10 SOFFIT; MAX 2V Rmup Sh ok Nap at mr% RatI r MOOD SUBSTRATE ALC15001 FL12194-113 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. C RE E•K TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail t TROI NAL FASCIA BOARD PAINTED SS. ICOA T-NAILS FASCIA CAP SOFfIT red' CROWN STAPLE 1TRIM NAL FASCIA BOARD PAOnEDS.S. SOFFIT & FASCIA • 24F- 3 & DETAIL 24F- 6 r4- CROWN STAPLE FASCIA CAP, REFER TO SOFFIT i FASCIA DETAIL Normal rAr SYP F-[ MAN1NEl Batton Muhored to SOFFIT; MAX 24' Refit re rllh one Td Riot Shank Ul at every Rafter MASONRY ALC15001 FL12194-113 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11, 1RIM MALL FASCIA BOARD PANTED SS. STSAPLES FASCIA CAP USOIG A DIAMOND SOFFn PATTERN: REFER 10 CANTILEVERED fa' CROWN STAPLE SOFFIT STAPLE RAFTER 010. 010PATEEANDETAILFASCIA BOARD SOFFIT FASCIA 1) rem rut PAIKED S S. DETAIL 24J-1 & rf- CROWN STAPLE 24J-2FASCIAEAP; REFER TO SOFFIT t FASCIA DETAIL/ Nomoal t' A 2' SYP bane" en ana tenm SOFFIT: MAX JA- 3 HMANtO:I 1) 70 aawaa t:!!b one (t) JO tMtp ft oShamnag Sbto"Afed I fRouo Me reMr WW the end MOOD SUBSTRATE of th_ batkn or two (2) Jd MO SPAM Raft toes Weed on r COW sift of dm bar wn n the DwYWrefer Intatecllon SOFFIT STAPLE DIAMOND PATTERN ALC15001 F1. 12194-113 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 specifNcally 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 Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 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. Vwt is shown in the tables below. Design pressures are multiplied by 0.6 In accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10°% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4°% of the least horizontal dimension or 3-ft. ALCI5001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind' Pressures for Soffits in Exposure S Building Type Zone .. Mean Roof Height ft . 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 36A 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 10.8 121 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 1 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 1 26A 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 36.4Positive 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 1 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 1 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 1 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n-Wind'Pressures for Soffits in Exposure C Building Type Zone. Mean Roof Height ft Baslc'Wind S eed mph). 120. 130, 140 150 160 170 180 190 200; Enclosed Negative 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 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 1 18.8 21.8 25.1 28.5 32.2 36.1 402 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 1 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 1 22.9 1 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 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design -Wind Pressures for Soffits in Ex osuie D Building , Type Zone' Mean Roof Height ft Basic Wind S O eed m h 126 ' • 130 140 ., 150. 160 170 180 1.90 200 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 87.6Negative 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 1 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 56.1Positive 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 1 37.8 42.3 47.2 52.2 50 19.6 1 23.0 1 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 1 202 1 23.7 1 27.5 31.6 35.9 40.5 1 45.4 1 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/81' J-Channel r 11r HEM T f1 3/4' 3/8' ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/r PROFILE ALUMINUM COILS, INC Soffits Appendix D ALClSO01 FL12194-113 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 1/8" HEM 6"FASCIA 7` BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. CREED TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / 8 PROFILE 2.625 REF. SD TP. 25 TYR DIDDDDD DDDDD1 DDDDDDry DODD e DDDDDD D0000 MDf IdMq P1T7[gN fNll M / ca4 n N Swrt o6tECflaf S mas) ALUMINUM COILS, INC Soffits Appendix D ALClSO01 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC soffits Appendix D 31/8' 7/8" 31/8" 7/8" S/16' 1/2- 1/2" 1/2" 1/2" 1/2" 3/4" 13.75" BLANK 3/8" PROFILE 2.625 REF. SD M. P. rYP. DDDDD D D D D D DDDDDD DDDDD 0 DDDDD DDDDD FIOF 119M1 PArM " M41 (y n W WEft FORMED w SOME WMff MM AS MM) END OF REPORT ALC15001 FL12194-R3 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 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www, aluminumcoi lsinc.com Manufacturing: Tampa, FL Quality Assurance: .PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTIA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1: This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance -with FBC Section 1710.9.4. 3. Soffits shall be labeled In accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum'load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Im CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 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 Aln.ft for the 'full vent' configuration and 11.1 in2llin.ft and fot the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for 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 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. P' I'''. 2015.08.27RAF . No 74021 07:05:00 0400' STATE OF 00% JF" 4 O R O P' N' Zachary R. Priest, P.E. Florida trabon No. 021ONA,OrganizationNo. AE9641;S CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will It acquire, a financial Interest In any company manufacturing or distnbuting products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-113 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. M- CREEK TECHNICAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LimrrATtoNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location J c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 11 1 ALCIS001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Mile 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 d. 16" 04 Soffit — 8-inch o.c. Fastener Fastener Fastener Lnrahnn L tion Location Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12J Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 2 F-# Approved Systems for 24-Inch Overhang with F-Channel Approved Systems for 24-Inch Overhang with J-Channel Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-.Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3184nch One (1) min. 1 3(44nch long x 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16 inch 0.072-inch dia. x min. 3/16- 0 24inch o.c. inch head dia. Ulm nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-Inch One (1) min 3/4inch x 1/44nch One (1) min. 1 3144nch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. 0.072-inch dia, x min. 1/4inch 48 spaced 24-inch o.a and securing each panel lap head dia. trip nail spaced'48- 64.2 inch o.c. 12F-3 Max Masonry One (1)14 ga. 5/B Inch long T Hall One (1) min 3/4-Inch 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/44nch 48 164nch spaced 84nch o.c. Wood crown staplee spaced 84nch o.c. head dia. trip nail spaced 48- 64.2andsecuringeachpanellapinchO.C. ALCIS001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. KFOM CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/44nch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-Inch x One (1) min. 1 3/44nch long x 12J-1 Max. W staples In diamond long x 3/spiced head diameter Wood 1/4inch crown staple inch dia. x min. 16 i" pattern spaced 24- screw spaced 164nch spaced 8-inch o.c.. head head dia. trip nail spaced 48spaced 64. 64.2 inch o.c. nnconnectingsoffittoJhannel Inch o.c. Approved Systems for 164nch 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. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max 0.072-Inch diameter finishing nail with min. 3/16- 153.3 12-inch spaced max 8-inch o.c. 44nch o.c. and securing each inch head spaced panel lap 12-inch o.c. Three (3)18 ga.1/flinch crown x I. One (1)18 go. 1/44nch crown x One (1) min. 1.754nch x 0.0724nch diameter 16F-2 Max 12 inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced max flinch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 164nch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/84nchhead ilia. nail. min. One (1) min 3184nch x 3/8-Inch One (1) min. 1 3/4inch long x 0.x m072inchdia. in. 16F-3 16-inch Wood 1.25-inch embedment spaced 24 Wood crown staple spaced 164nch 3/164nch head dia. trim nail 325.E inch o.c. O.C. spaced 364nch o.c. Max' Three (3) min. 3/44nch x 1/44nch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 114- 27 16F-4 164nch Wood crown staples in diamond pattern spaced 244nch•o.c. Wood crown staple spaced 8-inch o.c. inch head dia, trip nail 36.1 I I spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/44nch crown x One (1) min. 1.75-Inch x 16F-5 Max. 16-inch Masonry One (1)14 ga. 5/8-inch long T nail Wood 14nch leg staples spaced 4- 0.072-Inch diameter finishing nail with min. 3/16- 343.3spaced84ncho.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3)18 ga.1/44nch crown x 1- One (1)18 ga. 1/44nch crown x One (1) min. 1.75-Inch x 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood 1- inch legl4- stapes spacedincho. c. and securing each finishing nail with min. 3/16- t43.3 spaced 164nch o.c. panel lap Inch head spaced 16-inch o.c. Approved Systems for 164nch overhang with J-Channel Wall -Connection Eave Connection System Panel MDP No. Width psf) Substrate J- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 16. 1- 1 Max. Wood Three ( 3) min. 3/4-inch x 1/4-Inch crown staples in diamond pattern Wood One (1) min 3/44nch x 1144nch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 244nch o.c. crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 41.4 nail spaced 484nch o.c. ALC15001 FL12194- R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems.for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 14nch leg Three (3) 18 ga.t/4- No.2 SYP anchored to staples spaced 124nch o.c. securing1 One (1)18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch Gown x 1-inch 0.0724nch diameter 24F-1 124nch Wood Wood leg staples in 2.25- Wood staples spaced 8- finishing nail with min. 801-90 pattern Inch x 7d ringIncx7 One (1) min. 1.754nchleg inch o.c. 3/164nch head spaced spaced 164nch o.c. shank Hall x 0.0724nch diameter 124nch o.c. 24 inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown is 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (I) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-lnch 0.0724nch diameter 80/ 24F-2 124nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 78.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch °'c' 3/164nch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter 124nch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced 5/8- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max One (1) 14 ga. anchored to each panel lap crown x 1-inch 0.0724noh diameter 801 24F 124nch Masonry Masonry Inch long T nail rafter with one Wood aples spaced'8- leg staples finishing nail with min. 6. 76.6 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/164nch head spaced inch ring shank x 0.0724nch diameter 124nch o.c. nail 24-Inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sowrts Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfj Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/flinch Nominal 1x2 clown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ga. 1/4- One.(1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 14nch 0.072-inch diameter 24F-4 16.4nch Wood leg staples in 1) min 2.25- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced spaced 16-inch o.c. p shank nail x 0.0724nch diameter each panel lap 164nch 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 staples spaced One (1) min.1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max. Wood inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 24F-5 164nch smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min.1.754rich Inch o.c. and securing 3/164nch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-Inch head spaced 4-inch o.c. One (1)18 go. 1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75 inch x Max One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-Inch 0.0724nch diameter 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.a and securing 31164nch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.c. nail 24-Inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Im CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 Not SYP scabbed between rafters with one (1) min. 2.254nc h x 7d One (1) 18 ga.1/4tnch Nominal 1x2 ring shank nail crown x 14nch leg No.2 SYP anchored to Three 3 18 ga.1/4-inch crown straight darted Through cite rafter Into the end staples spaced 12 inch o.c. searing One (1)18 go. %r One (1) min. 1.754nch 24J-1 Max rafter with one x 1-inch leg ar the barren or two f2) each panel lap Wood inch crown x 1-inch x 0.0724nch diameter finishing nail with min. f6012-inch 1) min. 2.25- staples in diamond min.2.25-inch x 7d One (1) min. leg staples spaced 3/16inch headsspaced inch z 7d ring pattern spaced 16- rf h9 shank nails ma- x 0.072-inch diameterdiameter 8-inch o.c. 124nchshanknailinchO.C. nailed on either side of finishing nit with min131164nch o.c. 244nch o.o. the boned at each bantion. r head spaced Intersection. Max 4-inch o.c. rafter spacing Is 244nch o c. Nominal 1x2 Not SYP scabbed between rafters with one (1) min. ch x 7tl One (1) 18 ga 1/flinchNominal1x2 ringg sshanhanknot crown x 1-inch leg No. 2 SYP anchored to Three 3 18 ga. 1/flinch crown straignt• nalled through the rafter into the and staples spaced 12- inch o.c. securing One 1 18 a. %.- ginchcrownx14nchOne (1) min. 1.75-inch 24J- 2 Max rafter with one x 1-inch leg of the barren or two (2) each panel la p Wood leg staples spaced x 0.0724nch diameter finishing nail with min. t53.3 16-inch 1) min. 2.25- inch x 7d ring staples in diamond pattern spaced 16 min. 2.25-Incite x 7d ding shank nails too One (1) min. 1.754neh 8- inch o.c. and securing each panel 16- inch heads aced nailed on either side of x 0.0724nch diameter 16-inch o.0 . shank nail inch o.c. the batten at each finishing dal with min. lap 24 inch o.c. bane 3/16inch head spaced Intersection. Max.Mton. 4hhch o.c. rafter spacing Is 244nch o.c. ALC15001 FL12194-113 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3i8* hsad dia. nail with min. enga9*m*nt(:or wood substrate) or min. 4.097* d]a. T-nail or stub nail with min. 5/8- engagemant(for concreta or.blo.F aubstrate). apaced as noted above. ASCIA SLIP BOARD ASCIA TRIM 12F-1 & I I I II \ . ' CHANNEL OVERHANG WIDTH VARIES) 12F-3 wad, concre=A or Block. q FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other Product attributes that are not specifically addressed herein. 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' ; DIAMOND PATTERN DETAILCROWNSTAPLESLUSINGADIAMOND .a rtrtzr PATTERN FACIA BOARD FASCIA CAP 12F-2 FACIA BOARD 1 3/4' X 1/4- CROWNJS.S. a' STAPLE ON CURER 1-3/4' TRIM NAIL P F CHANNEL CAN BE PAINTED S.S. 481 FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max. 12-Inch span WOOD SOFFIT SU8STRA7E SOFFIT & FASCIAitDETAIL ALClSO01 FL12194-R3 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 OWMOND PATTERN CHANNEIL with one(l) 4 ocre.red co a x 1!2" x 3/8' head 1-3/4' TRIM NAIL PAIMIED S.S. 48' O.C. diameter scram, SOFFIT—hax. 22-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC soffits Appendix B n ; SOFFIT STAPLE 1 DIAMOND PATTERN FACIA BOARDDETAIL i iEro=nm i i FASCIA CAP _ 3/4" X 1/4- CROWN 1ATRMIMMMLFACaSTAPLE "B' ON CENIER P FASCIA CAP 3/4' X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t Tin RAd FASCIA BOARD PADIrED u FASCIA [AP SOFFIT Yr2' CROWN STAPLE GPER RAFTER FASCIA BOARD N 615/B' i 1:C 16F-1 SOFFIT L FASCIA 16F-5 DETAIL FASDA CAP, REFER TO SOFFIT & FASCIA DETAIL F' CMAlOIEL SUM: MAX 16' SPAR MASOARY SUBSTRATE ALClSO01 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/S• head dia. rail with min. I!." sn,agement!for wood sulDstrate) or min. 0.0971 dia. T-nail or stub rail with min. 5/3" encagernent(ior concrete or flock substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL wood, concrete or Block M FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. Im CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4•L; i DIAMOND PATTERN DETAILCROWNSTAPLES, USING A DIAMOND 1 STARM i PATTERN FACIA BOARD FASCIA CAP 16FA FACIA BOARD t 3/4' X 1/4- CROWNJS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F- CHANNEL •CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFTT-• 11-imb span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t TROI NAIL FASCIA BOARD PAINTED SS CAPFASCIA SOFFIT T4' CROWN STAPLE OPEN RAPIER FASCIA BOARD 1-it CROWN STAPLES 8SOFFIT FASCIAUSOR3ADIAMOND 16F-2 & RN; PATTEREFER TO DETAIL SOFFIT STAPLE 16F- 6 DIAMOND PATTERNDETAIL FASCIA CAP: REFER 10 SOFFIT i FASCIA F' CHANNEL DETAIL SOFFIT: MAX. 16' SPAN WOOD__,-,, ESUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC1SO01 FL12194-R3 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 3/4- X 1/4' CROWN STAPLE -24- ON CENTER USING A OWMOND PATTERN WOOD OR BLOCK SUBSTRATE 1-3/4' TRIM PAINTED SS. O.C. SOFFIT —max. ALUMINUM COILS, INC Soffits Appendix B OPEN RAPIER n„`; SOFFIT STAPLE DIST } 'DIAMOND PATTERN DETAIL I FACIA BOARD '1 fr FASCIA CAP L_ 3/4- X 1/4- CROWN FACIA BOARD STAPLE 'B' ON CENTER 1-3/4- TRIM NAIL NAIL PAINTED S.S. 48' ASCU+ CAP 3/4- X 1/4- CROWN STAPLE 16-inch span SOFM SOFFIT & FASCIA QUAIL ALClS001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail IJ* TRIM WAIL FASCIA BOARD PAINTED S.S. I'." CROWN FASCIA CAPSTAPLES SOfflT — USERS A DIAMOND PATTERN: REFER TD ra!- Cto1iN STAPLE SOFFIT STAKE DIAMOND PATTERN BEtAa 1 t'' TRW NAIL FASCIA BOARD SOFFIT & FASCIA PAINTED SS 24F-18 DETAIL 24F-4 raj' CROWN STAPLE FASCIA CAP, REFER / \ to SOFFIT 1 FASCIA \ DETAIL Neakal rat' SYP F-CNANNQ Batten AMle to SOFFIT: MAX 2l- I) 3/B Rafters rifA we Td L Shah Nab at I eery Rafter / MOOD SOBSiRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-113 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 ServicesLLC of any product tchanges or quality assurance changes throughout the duration for which this report is valid. This evaluation 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 IJ• TM HAM FASCIA BOARD PAwtED u I Ia- WWOTM SNAP.![ FASCIA CAP ROOF MALLS SOFM CROWN STAPLE It TRW MALL FASUA BOARD PAIMTEO S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24F-S 1'At CROWN STAPLE FASCIA CAP. REFER TO SOFFIT A FASCIA DETAILMoo6WwarsrP Batten Anchored to SOFFIT: MAX, 2C• F-CNANMIX Ration with one M Ring Shah HAD ar very Batter WOOD SUBSTRATI ALC1SD01 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail t }- TRIM MAR FASCIA BOARD PAINTED S.S. ILEA } T-RAILS 1 ,— FASQA CAP SOFFIT—] 1'-1' CROWN STAPLE t }' TRN NAIL FASCIA OOAQDPAYrtEDS.S. SOFFIT 8 FASCIA 24F-3 8 DETAIL 24F-6 1-q- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Ru" t'ar SYP F-CNAN.'tEL Bathe AKborto to SOFFIT: MAX. 20 Ratters w0h on Id Ri q Sank Naa at eery Ratter MASONRY ALClSO01 F1.12194-113 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM NAIL FASCIA BOARD PANTED S.S. I'at' CROWN FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO SOFf17 STAPLE CANTILEVERtO ral CROWN STAPLE DIAMOND PATTERN RAFTER OCTAL FASCIA BOARD I TRIM NAIL SOFFIT 8 FASCIA PAMTED s.s. DETAIL 24J-1 8 rx' CROWN STAPLE24.1-2 FASOA CAP: REFER TO ...... t FASCIA DETAIL Nanatlat 1" a 2 SVP DaOem / 8 cameo between am rt and soffit: MAX. IVI 3/ei XANt1EL elated rrth tna (t) 70 TDdip 1 shamtoOaftaghMtaiMOvwiyh the rafter Wft the eM WOOD SUBSTRArE at Or be -An or two (2) Id ` 1 dng shaft nab toeatatlac 92W aide of the balfatn at the \ Iwralet Ygnaaetlon / SOFFIT. STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for Site 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 Soffitsd, TECHNICAL SERVICES, LLC Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, Il, ill, 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. Vun is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Root Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-113 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. 11MCREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof. Hei ht .ft 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- 4.9 50.7 56.8 63.3 70A 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 1 17.0 1 19.5 22.2 25.1 28.1 31.3 1 34.7 60 13.1 15.4 1 17.8 1 20.5 23.3 26.3 29.5 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Desi ri Wind•P.ressures for S6fFRs.in Ex 'bsure C ' Building Type- Zone Mean Roof• Height ft Basic Wind S eed m h 120 - 130 140 150 • 160 - 170 180 190 200 . Enclosed Negative 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 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 1 -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 Positive 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 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 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 1 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'Wind Pressures for Soffits in Exposure D . Building Type Zone Mean Roof. He'ihtft Basic Wind Speed mph) ' 120 130 14Q 150 ' , 160• 170. 180 1.90 200 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 5.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 9.3 56.1 63.3 70.9 79.0 87.6Negative 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 52.6 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 1 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 56.1Positive 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 1 26.7 30.6 34.8 39.3 1 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 F1.12194413 Page 4 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 3/8" F-Channel 318" J-Channel 3/8" 3/4" I/B' HEM 1 5/r T 3/ l4" 1 3/6' ISOPORIC VIEW 3/r PROW ISOMEM VIEW 3/C PULE ALUMINUM COILS, INC Soffits Appendix D ALClSO01 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 1/8" HEM I 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. r CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 0025 M. 1B' BLANK 3 / 8 PROFILE DIDDDDD DDDD DDDDDD= DDDDD DDDDD D DDDDD Mkt IfNMP P177!'1N f n LF1 0.0tNEfS FOPIRD W SWE Du2ECpON AI 9fBS) ALUMINUM COILS, INC Soffits Appendix D ALCIS001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 7 1/0 flu s 1/0- r/0- S/16" 1/2' 1/2" 13.75" BLANK 3/8" PROFILE 2.625 RU. b IYP. 25 TIP. Qr25 T1P. DDDD DDDDD OOD00 0 D000D 0DDDD Mr IOL__ ._y. w An rux r0 Mm IN sWE AS NO) END OF REPORT ALC15001 FL12194-R3 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. 4/28/2017 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FeC Stall BCIS Site Map I Links I Search I y.. dpftdi if, 1 Product Approval 6(`., USER: Public User pv Product Aoomval Menu > Product or Anollmdon Search > Aoollcatlon ust > Application Ostall d 4••3i::'Ir . i FL * FL5444-RlO Application Type Revision Code Version 2014 Application Status Approved Comments Archived Oroduct Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-S847 mark.d.harner@saint-gobaln.com Authorized Signature Mark Harrier I' mark.d.harner@saint-gobaln.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 1935S i. . Mark. D Ham @salnt-gobaln.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles I r .•,. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed i; Florida Professional Engineer I + Evaluation Report- Hardcopy Received I Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received l. Certificate of Independence FL5444 R10 COI 2016 01 COI Nleminen.odf Referenced Standard and Year (of Standard) Standard ASTM D3161, Class F ASTM D3462 l .. ASTM D7158, Class H Ik Equivalence of Product Standards I1 - • ' •' Certified By Sections from the Code https'l/www.floridabuilding.org#/pr app dU.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCJinUeXw7ibKviUzOW4hL&N%3da/o3d Year 2009 2009 2008 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/1S/2016 Date Approved 02/07/2017 Sum mmaryofP rods -..._. . .... i1--- `-- — - ..::. . •• ......... —_... FL # Model, Number or Name Description- S444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Umits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 It 2016 12 FINAL ER CERTAINTEED Asphalt Shinale FL5444-R10.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section S for Umits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shinale FL5444-R10.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 050-467-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbllly Statement :: Refund Statement Under Florida law, email addresses are public records. it 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 BSO.487.139S. •Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an 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 pudic. To determine If you are a licensee under Chapter 4SS, F.S., please click b=. Product Approval Accepts: Aa•c ®Fg-_ Credit Card Safe e https://www.floridabuilding.orglpr/pr app dU.aspx?param=wGEVXQwtOgtahlgO7CSsoycOr128CcpCJinUeXw7ibKvlUzOW4hL8w%3d%3d 2/2 1 EXTERIOR RESEARCH & DESIGN, I.I.C. CerifJfrnte of Authorization 119So3 353 CHRISTIAN STREET, UNIT #13 J TRINITY ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3S32.09.0S-R11 20 Moores Road FLS444-R10 Malvern, PA 19355 Date of Issuance: 09/22/200S Revision 11: 12/08/2016 SCOPE: This Evaluation Report is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials In the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residentlal Volume. The products described herein have been evaluated for compliance with the St" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC iS07.2.7.1 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words rTrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facslrrtlk seal appealing was authorized by Robert Nlernhsen. P.E. an 11/M/20.. This does not serve as an elearoNotly &Wwd document. Stand, sealed hardooples have been transmitted to the Product Approval Adrnlnktratcr and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity involved In the approval process of the product. 5. This is a building code evaluation. Neither TrinityJ ERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. JTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Sei Edition (2014) Florida Building Code and So' Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 OS/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 17401 ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM 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 03161 05CA16778 OS/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/200S UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 LOCA44960 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 ULLLC (TST 9628) ASTM D7158 TGAH.11684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC(TST 9628) ASTM D3161 & D3462 4786S70826 02/12/2015 UL LLC ( TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & 07158 4787380356 10/26/2016 ULLLC(TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC ( TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC ( QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design,LlC. Evaluation Report3S32.09.05-RI1 Cert kateoJAuthortzodan# 9503 FBCNON•HVHZEVALUATION FL5444-RIO Revision 11: 12/08/2016 Page 2 of 12 TRINITY 1 ERD 4. PRODUCT DESCRIPTION: 4.1 CT2011, XT'" 2S, XT'" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont', Carriage House Shangle*, Grand Manor Shangle°, Landmark'", Landmark", IR, Landmark'"' Pro, Landmark'" Premium, Landmark' TL, Landmark", Solarls and Landmark", Solarls IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" Is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential Shake'" IR, Presidential Shake TL'" and Presidential SolarisTM 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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. S.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: SAA All shingles noted herein are Classified In accordance with FBC Tables 1S07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use In wind zones up to V1,d =ISO mph (V,,,, =194 mph). 5.4.3 Classification by ASTM D71SS applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D71S8 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed In Section 4.1 through 4.6 (except Presidential Solarls'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V„d = ISO mph (V,,,, = 194 mph) for residential buildings located In Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-11iil Cert!/kate of AuthoAradon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITY I ERD Roof deck, slope, underlayment and fasteners shall comply with FBC iS07.2 / R90S.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1S07.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC iS07.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be In accordance with manufacturer's published requirements, but not less than FBC 1S07.2.6 or R90S.2.S. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. I CT20r", XTr" 25, XTv" 30, XTr" 30 IR: I ENOLISH 12" 12" 17• 305 mm) (305 mm)--(305 mm) i 1"(25mm) plant t°(25Mail -may 1 5 s/e" It45 mm) 5 rh Pam owed METRIC 131N 131/8" 131/0" I"( 25mm) So lent— 1"(25mm) IV= II.3 1lss four naUsfor eaeryftdlsbingla STEEP SLOPE use four nails and sir spots of asphalt roofing cement* for every fall slangle ( Figure 11-4). Asphalt roofing cement meeting AM D4586 Type It Is suggested. r--- -- — — — I Rooling Cement Apply 1"(25 mm) spots of asphalt tooling cement under each tab comm. Figu a Il•4. Usofour nagsandsls spopo%aspbrdl mncnlon sleep doper CAUTION: Excessive use of roofing cement can cause shingles to buster. Hip & Ridge for CT20'". XTTM' 2S, XT'" 30, XT'" 301R: Cut Shingles 25 mm) I I 2" (50 mm) Removey^ 1 -. iM'', msbigle 1 301 mm) l Figure ! l-24 .Ail fobs, than bins back to nuAs «ip sbingles 6rlgllsb 41nuarslons sboum). 2" ( 305 mri) 125 51 r osNocxFigure 11.2 . ladallallon of cops along do hips and r1djn. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic* NPlI " adhesive or Henke) "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Certljlcote ofAuthor@adon M03 FBC NON-HVH2 EVALUATION Evaluation Report 3S32.09.0S•Rll FL5444- R10 Revision It:12/08/2016 Page 4 of 12 6.5 6.5.1 AFICADIA"": Use SLC nail: for e%M fill shingle locatLA as shorn helots f Ertanl t'I6aml— N&U LLU Wit Lla u,u,l F/grlre 3: GS•e .v/.r nails fir enviy fill sb(nglu. ITRINITYJERD STEEP SLOPE Use SIX nails and rouit spnts of asphalt roofing cement for every full shingle as shoua belutt..lpply:upltalt roofing cement 1"(25 nor) from edge of shingle. Asplwlt roofing cen:em meeting <isim D -686 11Te II is sugqusied. Hip & Ridee for Arcadia': Cedar Crest'", Cedar Crest'" IR t'rAemt t't25meQ— La 0 F!<<rnr is Ilse sir rwlls and fulrr s/mIs of nspbult roof )q ccalonl all slerp slnpas. Use two (2), minimum 1i:-inch long fasteners per shingle. For the starter shingle, place fastener 1-Inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from Its exposed butt edge and 1-Inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• NP110" 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. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rll CerdJleate of Authorlradon 09503 FOC NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page S of 12 6.6 1t-fRINITYJERD BELMONT-' Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. 1 See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. on, 12M rMl I I ln• (3E aua or Les o Addaiaul rails it reviled { Imo-- I' G"b rtad I' 125 rtn}— sor (is Am) a sia• a 0 'n I' (25ranl,.•_ ....—•__ goo' inp Ceverd .—... 6.6.1 Hip & Ridge for Belmont'": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crestr'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shanglem Ridge Figure 17.18: Sbattgle" Ridge. 8 Exposure Remove tape from,the right side and fasten r SECOND theFasten left side 85/a• RIGHT FIRST LEFT Figure 17-19:1nslallallon of hangle'll' Rldge sbingles on hips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1114" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report M32.09.05-1111 CerWcate olAuthatizaUan 419S03 FaC NON-HVH2 EVALUATION FLS444•RIO Revision It:12/08/2016 Page 6 of 12 6.7 I CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO. LOW AND STANDARD SLOPE Ux Oise nails for every full Ulangle. EIL 25mm) i- SAY' 8 18"( tbmm)I) I•IRIn t 17. C fltelbe aaUs foI mviy f fll Ghrud Alanor Wengfe, Cdnloge /lawSGrngle. urCettleauialSkin Q TRINITY I ERD STEEP SLOPE Use seven nails and three spits of trcphah roofing cement for every fidl Crsnd 1lanor .bangle 11sc- fire nails and 1hree spots of taphah ronfing cemem for every full Curinge Rouse Shangle and Centennial Slaw. Apply asphalt roofing rement V (25 ram) from rdge of shingle plgartc 17.5). Asphalt mo0ug cement inwing A.CrH 9-15861}1c II Is suggczaxl. fVitm 17 S: Men Gulapbtg Grand dfintorSMuglrs nusawp Arapes. ase seven rurlls and Uure spots ofaspludl raef og centeul. 6. 7.1 Hip & Ridge for Carriace House Shanele° and Grand Manor Shanele: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6. 8 LANDMARK'"", LANDMARK*" IR, LANDMARK'"" PRO, LAANDMARKTM: PREMIUM, LANDMARK"" TL, LANDMARK'"" SOLARiS, LANDMARK1' SOLARIS IR, NORTH AT'E: LOW AND STANDARD SLOPE METRIC DIMENSIONS LANDMARK IL 17' 14314" 12" 1 -( 305 mmt --(315 mm)——(305 mm)- iF• aiYPlrC•if'•GL SYvf..:.:(y.A•.0 i'. YG.•JIZ'<V.i i''t. 1 1" (2.5 mop Release Tape 1" (25mm)—I Nailable } Afoa Exterior Research and Design,LLC. Certlrkate of Authorhadon p9SO3 NorthGate: tYtiE 131k" 13" 131X 343 mm) r--(330 mm)----(343 mm)- j 1" (25 min)• - Figure 1. 14: tlsefourttails fonyr)yffdl sbingle. AMA 105 nm) 371 rtun) 305 min) 1 Haling Lin: Is r 125 mm) a„a, rnaIIra r (2i am)* A'aAry areas for low and alandard dopoe (fain 2:12 to 2112) Hal bet" en tmpet A hra: laea as 04mm abne. f9C NON- HVH2 EVALUATION a - Evaluation Report 3532.09.OS-R11 FLS444-RIO Revision 11: 12/011/2016 Page 7 of 12 STEEP'SLOPE Use six nails and four slxas of zlihilt roofing cement for every full laminated sldngle. lice below. Asphak roofing cement should meei AS1M 04586 1?1m It. ,%pply I' Spots of asphak roofing cement uncle each corner and tit about 12' to 13" lit from each edge. METRIC DIMENSIONS 305 mm) 1"(25 mm) Nail Area . For Steep 25mm)---- 14'/a" +-12 375 mm) (305 mm) lam Twe C TRINITY i ERD LANDMARK TL Figure 13S: Use six na* andibur spots of I" aspbnll owfingcenrenton sleep slopes 25 mni NorthGate: STEEP 12• 14.3142 12' SLOPE 1 17n5 mrn"j rope er F 11, 25 mm) Nailing areas for sloop slopes (greater than 21:12) and "Stonin4all(ng" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for LandmarkTM. Landmark"A IR, LandmarkTM Pro, Landmark" Premium, Landmark' TL. LandmarkTM' Solaris. LandmarkTM' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge"' or NothGate Accessory 12' 305mm) 6' 150mm) pSOmm) 9 Ai 41511 '— 05„6' 125mm) I (125mm) Notch for Notch for Centering Centering 12 305" tthaTop orAlignr entto the Previous T 3ilmmj Notches forAllgnin the Top Edge the PreviousT' Sgeof 125mn)fxposure m) of Capto 55/B'(141mm)6cposum 196mm) English Dimension Metric Dimension Shadow Ridge— Shadow Ridge — Exterior Research and Design, U.C. Evaluation Report 3S32.04.0S•R11 CerdJkoreolAuthortrodon p9Se3 F8C NON•HVH2 EVALUATION FLS444•RlO Revision It:12/08/2016 Page 8 of 12 JTRINITYJERD 9 27A2' xs9 man) a I:/16'(126euny 13 1/8" 333 rnm)—I Cedwin Hatch I . 6 yg•-. 4-0 6fB•-.I I 168 mm)I t69 Mot)I 13 iHr / T t } 337 mm) ailan tlmcc / I Centerin0 rntd,es NotchtotopTr6, 13 1/4' ` n1 1 prCdpis ebwca ( 184 mm) t337 mm) \Nign lhoao 7 518, notches to top (194 mm) ofedged previous course. NorthGate Ridge NorthGate Accessory 12" 3osmm) Lsytrip Notch I Figure 13-20: Use laying nolcbes to center7Mnglos on btps and Ndges, and to k&W the coned mposnrst 6.8.1.2 for ASTM 03161, 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, LLC Evaluation Report 3532.09.0S-R31 CerWcore ofAuthodtiodon 09503 FOC NON-HVNZ EVALUATION FLS444-RSO Revision 11:12/08/2016 Page 9 of 12 TRINITY ERD 6.9 PRESIDENTIAL SHAKE'n', PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TL'"', PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For seep slopes, use nine nails for each cult Presidential shingle and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle tab. Alter applying S nails In behmi die malting guide tales, apply 4 nails 1' Nailing 40' above tab cutouts maldng certain tabs of overlytng shingle cover nails. Guido Lines (1016 mm) 5 114' -_ 133 min) l IN 141/4' 11MF38 Edmm) (362 mm) • 1• NOTE: Apply nails on painted guideline. Figure 16-Q,Fuk ingPresklerido1midMvideadTLSba6e Vdiamoterasphalt roofing cement sbingles on lino and skmdard slopes Figure 167.• Faslentrlg Presidential and Pi midenilal M $babe sbfltgles on tteop skPos. 6. 9.1 Hip & Ridee for Presidential Shakes". Presidential Shake"' IR. Presidential Shake TLTM• 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- tener' s. The fastenersmust be 13/4' long or longer, so they penetrate. either 3W into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham,.AL Is 12' x 12"; Portland, OR produces 97/a' x 131/4" accessory. 6. 9. 1.2 For ASTM 03161, Class F performance use BASF "Sonolastic° NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9. 1.3 Option 2: Refer to Instructions herein for Cedar Crest:m, Cedar Crest`" IR hip and ridge shingles. 6.10 I HATTERAST"':. t = LOW, STANDARD AI40 STEEP SLOPE: t+ g•_...-_g•— .g•_. _u•_ U:91min) I i•J1n man I (T.ia nml17,E mintPlgnre 15•!: Anrrm61KIlNMnrs•rAWTIarall Lase and Mandonl.Voprs For luir and standiril slopes, use Ric oalb for each futl N:utenu 11110Rle x5 $loom nboec. rigam Is.): ImIrumfi uW11( ai.iM4pM nn SdVtt Vj" Far scarp slnlx- tur 6tY uatls and elglu spots of aphah runnng cenria fur etch hill 11utrrss shingle as sham 4mv. Apply I- 1Stom)dtu" cser slant of roofing ceutetn (ARM 0 4S86 Ape 11 wMmnl) under rtrh tub miner. earl dtlnde Into paler, Mt an dpusc remeut. CAIrneN: Ton nturh ninbng eeumt Gilt elute shingles to Idhiff. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-R11 Certlpeate ofAuthodradon 09Se3 FBC NON•HVH2 EVALUATION FLS444-R30 Revision 11: 12/08/2016 Page 10 of 12 i 0 U RINITY I ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14.• 18 three-piece tmtts separate to make 54lfatteras Accessary shingles, 6.10.1.2 Option 2: Cut Hatteras Shingles I 230 m 77II 18" (460 colt) gIN\ sAto- r-- ------ -- 460rom .` 1 Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure I5-2o.• Cut Hatteras shin& to make coLw c* Ftxure f5-21 Installation of caps along btps and rtdAn 6.10.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic' NP11"r adhesive or Henkel "PLIO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. 6.11 HIGHLAND SLAT'E'", HIGHLAND SLATE'" IR: LOW AND STANDARD SLOPE STEEP SLOPE: r r r r IM PWR nails and RIGIR spots of aspbalt rooting cement, for each Walt J R aM taaa.0 full Highland &ale shingle. For Wand -Dade, 01' nails are required. Apply l' diameter spots of asphalt roofing cement under each tab comer Aspbalt tooling cemo l mocang AM D4586 Type R is suggested. MW dAadangUk" tixnalsihanda Waatbor cow meta a dorm} F/jure II•.3 Use PIPE nark for eLey MIgblonel Stara z&gla 1' r— r —1• au..d• ae a P++t tn•t as:y asmq w^ SIx rdi a6 e•Qiaal ad«q I I r• !• t• aA"i1OO° — — Reating Cana Figure II$t Ike AYE naas and elgbt spols ojarpbalt ogling gtatmt aurfcrawit tab corner. CAUTION: excessive use of roofing eemeul can cause stebtgles 10 blister. 6.11.1 Hip & Ridge for Hiahland Slater". Hiehland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge"" hip and ridge shingles. Exterior Research and Design,LLC. Certificate olAuthoriiatlon #9503 F6C NON-HVH2 EVALUATION Evaluation Report 3S32.09.0S•R31 FLS444-RSO Revision 11:12/08/2016 Page 11 of 12 6.12 l• PATRIOT*": LOW AND STANDARD SLOPE Uut FOUR nails for crclp full shingle loct(ed:ts shown below. SotlunF-ri (25rm1 r r(rnJ- TRINITY ERD STEEP SLOPE tise F0111i nails and fiolr spots of aspliali moftng centeni for Croy full Shingle as .hown Ile -I 111: Asphalt ronfing anent nimling A67M 114586 Ape II Ls suggmietl. Apply 1-(15 nett) sllliLs of wgih: It rmfing ctntcnt as shown. CAUnON: rwessice use of roofing en ntenl can cause shingles to hlba r. I. Darr -j-- 13.ta• 1-- 13.10• 1Mc[ni o`.Onay 1 • b b Roa0ilp Nmml rKr 134A r=AUra 1m.+n7 t ar,v 6.12.1 Hip 8t Ridee for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed In FBC Table 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 CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com ENO OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.OS•RIL Certificate o/Authoriiadon #9503 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 ITRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization /i9SO3 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1111 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DEsCRIPTION: CertainTeed Asphalt Roofing Shingles. LASEUNG: 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: Robert J.M. Nieminen, P.E. Florida Registration No. S9166, Florida DCA ANE1983 The facsimile seal appearing was eulhorited br Robert hileminen, P.E. an 12/06/2016. This does not serve as an electroNoOy signed document Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERO 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) ERO is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the product. S. This is a building code evaluation. Neither 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. v JJ 4J., TRINIlY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertalnTeed Corporation, have demonstrated compliance with the following sections of the St" Edition (2014) Florida Building Code and S`" Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 6158, Class H 2O08 3. REFERENCES: iaLtf Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM 03161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM 03462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM 03161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM 03161, 03462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 03161, 03462 TFW2.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & 07158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, U.C. Evaluation Report M32.09.0 -1111 CuNjkate Of Authadradon M03 FBC NON•HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 2 of 12 QTAT'R"' J INITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT201", XT'" 2S, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"', Belmont'", Carriage House Shangle°, Grand Manor Shangle°, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark' Solaris and LandmarkTM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4. 3 NorthGate'" Is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4. 4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4. 5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4. 6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for color definition. 4. 7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4. 8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5. 1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ 5. 3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5. 4 Wind Classification: S. 4.1 All shingles noted herein are Classified in accordance with FBC Tables iS07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, indicating the shingles are acceptable for us in all wind zones up to Ve,a = 150 mph (V„It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5. 4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use In wind zones up to Veta =ISO mph (V„It =194 mph). 5. 4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5. 4.3.1 Analysis in accordance with ASTM D71S8 Indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V„a = ISO mph (V„It = 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. S. 5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R11 Cerdfleate ofAuthoAtadon 09503 FBC NON-HVHZ EVAWATION FLS444-R10 Revision 11:12/08/2016 Page 3 of 12 TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R90S.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1S07.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section 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 1507.2.6 or R90S.2.S. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1S10 and CertainTeed published installation instructions. 6.4 [cub—, XT"" 2S, XT"4 30, XT!'301R: ' * . , ENGLISH 12" 12" 12" 305 mm)(305 nm) (305 mm) 1"(25mm) _pant t"(25mm)- 5 Sh" (145 mm) 5 t/t •phi 4w METRIC 131/a" 13!As — 131/e" V (25 mm) — Sealant 1'• (25 mm) 6 r/r' T fffl-114. U-fo-nallsfor-7fuBsbm& STEEP SLOPE Use four nails and six spots of asphalt rooMg cement* for every full shingle (Flgare 11-4). Asphalt moling cement meeting ASPM B4586 type If Is suggested. I Roofing Cement Apply 1'• (25 mm) spas of asphalt roofing cement under each tab corner. f ure 114: Use%nr n41k mul six xpodr ofaspinll cwnmrl on'skvp slo* CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT201, XT'" 2S. XT'" 30, XT'" 30 IR: Cut Shingles r I+ J I-- 2" (5o min) 25 mm) ,, I III ave.^ f I If 12•. Cap Cap Cap 305 mm) Shingle Shingle Shingle l Figure 11.24. Oil fobs, lban Win bock to make cap sbbWm B rgllsb dinuoulom sboton). 125 min) t S; cca"1 Figure 11.25. lnrrallallon of cups alotrg The hi/it and r1*- 6.4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. CertiJkate of Authoriradon 09S03 FBC NON-HVH2 EVALUATION Evaluation Report 3532.09.OS-Rll FL5444•R10 Revision 11:12/08/2016 Page 4 of 12 6.S I ARCAPIA"a: LOW AND STANDARD SLOPE Use SIX nails for then• full shingle Incited as Miami lidos: ELLL,u 8nsn rasmml-- tyu Un ass ins Figure 2. Use sir nal/s for w:crT%rr// sGirrgla. TRINITY I ERD Use SIX n:dls and FOUR spins of asphaft roofing semen for etrry full siflo le as shown heloW. Apply nrytlult ronfing Centott I-(25 nun) front edge of shingle. Asphalt roofing mmeni oteedaA AM1 D 4586 7.pe 11 Is suggcrtcd. Flgan•;i: Usu sir halls and four s/wits of nspbnU rtw aiq crnroal an sleep slopus. 6.5.1 Hip & Ridge for Arcadia': Cedar Crest', Cedar Crest"' IR Use two (2), minimum Minch long fasteners per shingle. For the starter shingle, place fastener 1-Inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-Inch up from its exposed butt edge and 1-inch from each side edge. For ASTM 03161, Class F performance use BASF "Sonolastico NP11" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and Install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, I.I.C. CerWicate of Authodradon M03 FBC NON-HVH2 EVALUATION Hand -sealing adhesive 1/4" I- 4° 3/4" I-t- 1° Dab of asphalt cement between — shingle layers Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11:12/08/20LG Page 5 of 12 A 6.6 I BELMONT"": Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. I— f Wits") o Ad164ml oils A require? SIB" ;to MMI TRINITY I ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1° (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. I.12 mW WiM CAm 6.6.1 Hip & Ridge for Belmont^": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest Cedar Crest"" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle* Ridge Exposure Remove tape from the right side g• and fasten EC0 0 theFasten left side 85 By RIGHT q FIRST LEFT Figure 17-19: Inslallalion ofSbangloO Ridge sbfngks Figure 17-18: ShanRle" Ridge. on blps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP11"" adhesive or Henkel "PL• Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Certlilcate olAuthorizaden 09SO3 FBC NON-HVH2 EVALUATION Evaluation Report 3S32.09.OS-Rll FLS444-R10 Revision 11:12/08/2016 Page 6 of 12 TRINITY I ERD 6.7 1 CARRIAGEMOUSE SHANGLE® AND GRANO MANOR SHANGLO: LOW AND STANDARD SLOPE Um five nails for every full spangle. 16 mm) rtm) Figure 17-4: I/si/lest aalk%nr eiM fill MandAlmror clnnRle aoHage lintattS ogle. or fcnMuelaf SGr1e. STEEP SLOPE Ilse seven oils and three spots of zphall rourmt; cemem.for every hill! Cmind Al:tnor.tangle. time flue needs and three a7xds of asphall roofing centon G1r every full Carriage llnase 5h:utgle and Cenlenolw S12c. Apply asphah Hoofing fm em V (25 mm) front edge of Aingle FlRure 17.5). Asphalt roofing cement meeting ASTM 0 5tt61' lw II Is suggested. Rector. 17 S: Mdrn itulnUing Cntal.11aar r.Mingles on strep dolvs. nse $ alrcn nark and 1Mre spun of(Ispbhll w0jAw rcnretn. 6. 7.1 Hip & Ridge for Carriage House Shannle® and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6. 8 LANDMARKr",' LANDMARK'"' IR, LANDMARK!" PRO, LANDMAR1 "•" PREMIUM, LANDMARK*" TL, LANOMARkvm SOLARIS, LANDMARKT.m SOLARIS IR; NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS tz' 143/4" Iz' 1 — 005 mm)— --(315 mm)— —(305 ntm)— I iMt• i.:•L to C_isC :': W.YV"vsUS:1L• i '— I"(25 mm) Release Tape 1.. (25 min) _1 MEN 11Id. - Nailablel . area Exterior Research and Design, I.I.C. Cenifirote of Authorkatlon #9503 LANDMARK Ti. 131/ t' 13" 131/Y' 343 mm)— (330 mm)-- (343 mm)--1 I— I"(25 mm) 1" (25 into) —•I — Im EYZ, J J Agnrt 1,14. [tsefuaraa/kforeve 01111sDingft NorthGate: YGE HAM& 12' 14 314' SY 130S mm) — 375 mm) —1 f (303 min) 1 26 mvt) Nat ingL1 b m wr na'I la P ( 25 sua 1 tla Ong area& lot low and standard dopes (Nam 2:12 to 21.12) Hal oatran nR:41 d lov a: hm as 111cwn &bme. FBC NON-HVH2 EVALUATION Evaluation Report 3S32.09.0S-Rli FLS444- R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE use sis nails and four spots of asphalt roofing cement for every fill laminated shingle. See helow. Asphalt roofing cement should meet ASTM 045861ype If. Apply I' spots of asphalt roofing cement uncle each corner and at about 12' to 13' In from each edge. METRIC DIMENSIONS 12" •-143/4"— 305 mm) (315 mm) asrm:'n.I,: arjNailArea .I for Steep 25mm)---- STEEP TRINITY I ERD LANDMARK-TL 131/2" 343 mm) 13" 330 mm) 131/2" 343 mm) L-1"(25 mm) I 1'(25 mm)--1 I 305 mm) I 1".1 _ _ I.. 25 mm) — — (25 mm) i,:.asmru. Roofing CemeN 25 mm)-•' •- 1 1- Plgv 13fi Ilse sLv nails andfour spots of 1" aspbddt m fing cement on steep slopes NorthGate: 12" 14.3/4' 12' Nailing areas for steep slopes (greater than 21:12) and "StomAalling" Nail between lower 2 nail Ines as shorn above. 6.8.1 HIP & RidRe for Landmark'. Landmark' IR. Landmark•" Pro, Landmark"A Premium, Landmark"' TL. Landmark' Solaris, LandmarkTM' Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge" or NothGate Accessory 12' 97/w 305mm) (2Fm g15llti( 150mm) {150mm) ( 125mm)125mm) F1Notch for Notch for r5rnm) Notches for Alignment to the Top Edge of the Previous (t80rt Cap for 5' ()25mm) Exposure English Olmenelon Shadow Ridge"' Exterior Research and Design, I.I.C. Certificate of Authorrradon #9503 fBC NON-HVH2 EVALUATION Centering m1nm) Notches forAlIgnmemo the Top Edge of the Previous 75B' Cap for55X(141(nm)Exposure (196 m) Metric Dimension Shadow Ridge — Evaluation Report 3532.09.05-1111 FL5444•R10 Revision 11:12/08/2016 Page 8 of 12 C \ 1 TRINITY (ERD 921132, 250 rtun) a IBtIG'(125nau! I— 13 118' j II (333 mm)---IICet:ktlagWeb N.•65B 'd-66/a'-I II 168 mm t 68 mm 131/4' / T I337mm) \ AgQn Chest / I Centering nolchef to lop 18 11 V ` Notch ` 7 518' ( 337 mm) C i11 (104 mm) p:lydpus w1Yw Align thcao 7 5/8' noedge of lop (t ) edge of revlous course. NorthGate Ridge NorthGate Accessory p5010 —" I Laying Notch I I II I 5, (12Sn"m) I I I 000sule Figard 13.20.• Ose layingnotcbes la center sbhWw on bqa and d4w, and 16 locale the correct a0auta 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NPi""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-11111 Certtfteate Of Authorization 09Stl3 FSC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/09/2016 Page 9 of 12 F\ J TRINITY I ERD 6.9 PRESIDENTIAL SHAIW ", PRESIDENTIAL SHAKE'' IR, PRESIDENTIAL SHAKE TLt", PRESIDENTIAL SOLARIS"": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five -nails for each full Presidential por steep slopes, use nine palls for each full Ptesldendal shingle and shingle as shown below, apply 1' diameter spots of asphalt roofing cement under each shingle lab. Alter applying 5 nails in between the nailing guide Wes, apply 4 nails T' Na9lrtp — 40' — .( above tab cutouts maldng certain tabs of overhing shingle cover nalls. Guide linos (1016 rem) S 114' _^ 141/4' 1 1/2 38 m n) (362 rem) NOTE: Apply nails on painted guideline. Figure 164 Fasle»Wg Presidential and Pretidetlital PL $bake shingles on low and standard slopes 1' dlamelor asphall ruonng cement Figure 164.• Fastening PrasldentAd and Presidenrtal T/L $bake sbirglar on deep dapar. 6.9.1 Hip & Ridee for Presidential Shakerm. Presidential Shake' IR. Presidential Shake TLI. 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 (he -ridge (e),pose no more than 7' from the bottom edge of the -"tooth." Fasten each accessory with two fas- tener's. The fasteners must be 0/4° long or longer, so they penetrate either 3/4''into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham,.AL•is 12 x 12% Portland, OR produces 97/a' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR hip and ridge shingles. 6.10 HATTERAS*"': lOYl, STANDARD AND STEEP SLOPE:— Ylnnan) (230mo) NM ),PP I j-9" —9"— -9" —9"— I.1219 rem) (29D rem) t23 tmn) (lto mm)l I.. I.. 75 muq nm)_"I F(dvem 15•t Rdrulddllnllerot.W)gferall Lew dud 1Yardford.Volint For lore and sa dArtl slopes. use fire uAb for each full Ilwerts ddnoe it, sttuuv abtnc. Exterior Research and Design, I.I.C. Certlf sate of Authodtodon 09503 FBC NON•HVH2 EVALUATION F7 llm /c. /; IIWMI /Nllr ar.1Ai(tler Oa Vf1ylaArttn Coe steep dope., .w- rite tills and right ,.1w4s of asphalt rueffag 011104 for carh lull Iltacru slthtgle at shmm chute. Apply I' Mi mI t9m.mer slats of tonGn6 eemeto (ASTU D 45861C- a 11 wMlied) under cat It tub cot net. Prot skin* Inut phcr, do am L%prne MNem. CAUTION: Too much runrxtto reline atu cAme shlneca ou blister. Evaluation Report 3S32.09.OS•RIL FLS444•RlO Revision 11:12/08/2016 Page 10 of 12 er TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15=14:18 three piece units sepamteb make 54 Hatterasifw=ory sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9„ 230 mil) 77II y — - I - - 460m ( 203 MM) _ — — 5 d' 1 Cap Cap Cap Cap I l OShingleShingleShingleShingle9 Figure 15-20. Cut Hatteras sbhlgles to mike cow cap. FIRure 15-21. Installation q% caps along Lips mill rt gu 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP11 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE-, HIGHLAND SLATE"•' IR: LOW AND STANDARD SLOPE: SHIP SLOPE 1. r— r r Use F(M nags and RIGHT spots of aspholl roofing cement* for each o>e t me. t an^+ uxw full Highland Slate shingle. Pot Mlaml•Dade, SIX nails are required. Apply V diamler.V ots of asphalt roofing cement under each tab Comm Asphall fooling coment meeang ASTM D4586 Typo D Is suggested. IMFOa M"M t x.ft(aA1111h rlgum If-,3 Use RF6napsforeLay INgbland lato sbing4i I pA+A OA d Imp/ Qrnp R»- KMrOaa Agd" , smut '. nii my iatd6pMrm3 P , r, r, JI_ eur.6 aA Imanu ~I — — Raoteia taiAM Figure11jeeseHF6na0tmiAe/gblspotsofaspbali Mfthg omunl under eacb fah mew CAUTION: escesstre use of roofing cement CM cause 6h1nglo9 a buster. 6.11.1 Hip & Rldge for Highland Slate'", Hlehland Slate"' IR: Refer to Instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle RidgeTM' hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate olAuthorlsatlon 09S03 FOC NON-HVH2 EVALUATION Evaluation Report 3S32.09.05•Rll FLS444-RIO Revision 31:12/09/2016 Page 11 of 12 6.12 I PATRIOT'm: _ LOW AND STANDARD SLOPE Use FOUR naik for cwti, full sllinglc hicacd :is shown 10mv. S I>nl 1'(25rmi ps. nr;u Ir l 13-w a yr Lute' "Iiota') {marl l "To r 1 TRINITY I ERD STEEP SLOPE Use POUR nails and foot splxa (if asphall roofing cement for clay full shingle as shown Ixiwc. AsplIAL Mraig Cvmenl meeting Will U4586 Type It Is soggmied. Apply 1'(25 o1m) spins of asph;dl tvoGug umrin ms shulen. CAMION: ENcecrile arc of roofing omen( can cause shinees to blister. p:e q t • n :, u Reenen trneel r 0-t3' 1349 - fi- 12-W - 1 IrWN (W.014 (lumt 6.12.1 Hip & Ridee for Patriot'"': Refer to instructions herein for Cedar Crest-, Cedar Crest"' IR, Shadow Ridge-, NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 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 CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 OA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA962S; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design,llC. Evaluation Report3S32.09.0S-R11 Certificate alAuthorhadon 09503 F8C NON-HVH2 EVAWATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 P. Florida Building Code Online on bs Aq o B,u sine'ss 81 Professio al Re,gulatiion O ' 4 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats S Fars Publications I FSC Staff I BQS Site Map I Unks I Search F I"IC Product Approvalr@USER: Public User cr .. OreAurt Aenreval Menem > orrvr .re nr Aenlicatton Search > AmNI ation List > Application Oetall o sa; FL # FL15216-112 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mttipas@lnterwr-ap.com Authorized Signature Eduardo Lozano elozano@lnterwr-jp.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments 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 Intertek Testing Services NA, Inc. Quality Assurance Contract Explration Date 11/17/2017 Validated By John W. Kneievich, PE Valldatlon Checldlst - Hardcopy Received Certificate of Independence FLIS216 R2 CO! 201S 01 COI Nieminen.ndf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code http//www9oridabwlding.orWpr/pr_app_4aspx?pumrwGEVXQ+vtDgv3yVVKIZIQRAdbyl2ugkQCtQyljaHhVeiOpVSvxwSdCoQ%3d%3d[8242017 1:57:59.PM[ -.... Florida Building Code Online A 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 15216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS216 R2 If 2015 04 FINAL ER INTFRWRAP RHINOROOF FL1S216- 112jidApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Umlts of Use. Evaluation Reports FLIS216 R2 AE 201S 04 FINAL ER INTERWRAP RHINOROOF FLIS216- B2.12df Created by Independent Third Party: Yes Cantact lJs ;: 2601 Stair Stone Road, Tallahassee FL 32399 Phone: SSO.497-1824 The State of Florida Is an AA/EEO employer. Copyright zoo?-ze13 elate of Florida. ;; Privacy Statement :: Accsslhalry eramment :; Refund Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publlo-reaords request, do not send electronic mall to cots entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. •Pursuant to Section ' 455.275(I), Florida Statutes, affective 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 of:U3al 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 ChaptO 4SS, F.S., please dick hgo, Product Approval Accepts: E Credit Card I Safe b4://waw.floridabuildiog.mWpr/pr_app_dtLoscpk?paramm%vMVXQwtDgv3yV VKl21QRAdbyl2ugkQGQyljaHbVeiOpVSvAwSdCoQY.3dOA3d[I 24/2017.1:57:59.PMj .. _.. . QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance:02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Su' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorised by Robert Nleminen, P E. on 04/27/2011. This does not "me as an electronically signed document. Signed, sealed herdooples have been transmitted to the Product Approval Administrator and to the named diem CERnFICAnON OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It Intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved In the approval process of the product. 5. This Is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. n J TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhlnoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.9E on Heating 1507.2.3,1507.S.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1S07.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: En_ty Examination Reference Date ITS (TST1509) Physical Properties 10053939SCOQ•006 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ•002 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ•006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multllayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment Is available in 424nch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use In the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhlnoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlays Asphalt Nall -On The foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 Cert!/Icote ofAuthorizadon #9503 FLiS216-112 Revision 2: 04/27/201S Page 2 of 3 ftRINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-S/8" diameter tin caps (with the rough edge facing up). The use of staples Is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUAUTYASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL1S216-112 Revision 2: 04/27/201S Page 3 of 3 I TRINITY I ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance:02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the S"t Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The lacslmlk seal appearing was authorized by Robert Nleminen, P.E an 04A7/20.. This does not serve as an electronically signed document Signed, sealed hardeoples he" been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert 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 Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. PTRINITYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.S.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.8.3,1507.9.3, iS07.9.5 on Heating 1507.2.3, 1507.5.3. 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 200S 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Kafty Examination Reference Date ITS (TST1S09) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1S09) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA3673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes I Nol No I Yes I Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments In FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R2 Certificate of Authorization #9503 FUS216412 Revision 2: 04/27/201S Page 2 of 3 l TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-Inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVH2 nails & 1-S/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sinale Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be Installed atop the undedayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published Instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-Inch. Double layer application; begin by fastening a half -width plus 1-Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certi lcate of Authorization M9S03 FL1S216-112 Revision 2: 04/27/2015 Page 3 of 3 4/28/2017 Florida Building Code Online SCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Stats & Fae dblwr a a Product Approval USER: Public user 51t Pmdurt Approval Menu > :caroh > Aoolichdon Uxt > Application Oetall h Aqg SYpt._ rr'e. 1r'.E,'tb.r 1t kj L yCl.Et:j r. °•#.t1 t,.',•=:,ugh ` J I fit:. "'f . •.tiyr, Nle,• 1 I..,[ i•Tryccyyuu ' N Oe t ?tea}y wi• Si. ram, 41 s!! IF 1 r r.i •b i;3 Su 4a•.r .43...' f • rtir•'•4. E, 3 r•1-y ;f ti FL * FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ;..I Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerrl_eden@tamko.com Authorized Signature Carter Lea carter_lea@tamko.com Technical Representative Kerr! Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerrl_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Unks I Search Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 ; Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Certificate of Independence FO' Validation Checklist - Hardcopy Received FL12328 R7 COI TBP14001.3 2014 FPA TAMKO Underlavments-FINAL, odf Referenced Standard and Year (of Standard) Standard Year Equivalence of Product Standards Certified By Sections from the Code ASTM D1970 2009 ASTM D226 2006 ASTM 04869 2005 ASTM D6380 2003 https:/Mrww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgtF2AezuarjgOlAramDGm5e%2bS%2baRvkOl3ThCOrIWi58TO%3d%3d 1/4 4/28/2017 Florida Building Code Online I Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/23/2016 08/23/2016 08/25/2016 10/13/2016 ummar'y-of Piroducts.' -- ---._., ......._._............. . .,............_ .__ .'•. ...:-_:.:._,+_... _._..._ .._:ti? . _;Ft,: .. ,__. , ... ,... FL'# .:: ; , " ' :' E', • •Model, Number or Name ;, ", •, .: Description' 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavm ents-FINAL. odf Created by Independent Third Party: Yes 12• ntM Limits of Use .' " • '• „ ':• , ' ,. ; .; Installation Instructions Approved for use in HVHZ: No' FL12328 R7' Ii- TBP14001.3'-2014 FPA TAMKO Approved for.use outside HVHZ:-Yes UnderlaY menWFINAL:odf Impact.Reslstant: N/A Verlfled By: Zachary R. Priest 7402Y. '•• Design Pressure: N/A - Created by Independent Third P,afty:.Yes •': Other: See evaluation report for, limits of'use. ' ' , . "' Evaluation Reports FL12328 R7 AE•TBP1400 1.3 2014 FPA TAMKO . , Underlavments-FINAL.odf Created'by:IndependentThird. Party: tYes 12328. 3 I Master Smooth Asphalt saturated organic underlayment. Limps of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINALodf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE T8P14001.3 2014 FPA TAMKO U_ nderlavments-FiNAL.odf Created by Independent Third Party: Yes 12328: 4:•:.:...:'. .: ; Moisture•GuaPd Pius: ' :,: A:self=adhering modified biturileri'underlayment.' ' Liniits: of use ::. , :'. ., Installation Instructions '• . ' Approved for use:in'HVHZ:.NO •' ,• • " FL12328- R7 11 TBP14001•.3 2014 FPA TAMKO Approyedforuse• outslde HVHZ: Ye's..' ,,. ':.• : Underlavments-FTNALodf Impact, Resistant: N%A...;' :.:. ;• Verlfled.By:-Zachary-R. Prlest•74021' design Pressure; N/A .... .,. Created by -Independent Third Party: Yes Other: See-evaluation.report for..limits of use.: ' . Evaluatlon-Reports " FL12328 R7 AE TBP14001.3-201'4 F'PA•TAMICO' .': : • Underlavments- FINAL.odf '• Created - by Inde enderit.ThlydPaty::Yes.:•` r' 12328. S No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments- FINAL. odf Created by Independent Third Party: Yes 12328. E No. 15 UL : Asphalt saturated organic felt. Limits of Use :. Installation Instructions Approved. for'use In. HVHZ: No.*: ..FL123213 R7 II TBP14001.3 2014 FPA.TAMKO Approved for use outside HVHZ:•Ye's Underlavments= FINAL, odf- Impact Resistant! -N/A. Verified. By: -Z&Wy R. Priest 74021 ' httpsl/ www.floridabullding.org/pr/pr_app dtl.aspx7param=wGEVXQwIDgIF2AezuarJgOlAremDGmSe%2bS%2baRvkOl3ThCOrPNi58TQ%3d%3d 214 4/28/2017 i 41E rh . 1% t • t.;Stf . . 47J''f%1r u'i'r btFiit: id, rice ,. .. "_ i; • 1 1•i lnaiC•i.r . p .f fir; • F;, talA:ii f' p y "• f "e fil: f. i tis k his i}S• !•r,.?•i, .x. rya, ,E-tC; rF•..'•Et:lrri je't,`•f''•:'!1j•'1 4. i,")^ j'f y is tv, sjpy J.,1 •% r'F k Irk, `Y ' ,;ro Florida Building Code Online Design Pressure: N/A Created'tiy Indepeiidi4.Thlyd Par-ty: Yes Other: See evaluation report for limits of use.. ' Evaluation Reports' - FL12328.R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINALodf Created•by IndependentThird.Party: Yes. 12328.7 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No R-12326 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL adf Created by Independent Third Party: Yes 12328.8 No: 30 UL Asphalt saturated organic -felt Limits of Use Installation Instructions Approved for use In HVHZ; No FL12328 R7' II TBP14001.3.2n1'a FPA rentlrn Approved for use:outside-kVHZ: Yes Underlavments=FINALodf: Impact Resistant: N/A : Verlfled•By:. Zachary-R. Pelest 74021 Design Pressure: N/A Created: by Independent Third. Party:' Yes Other: See evaltiatlon report.for limits of use. Evaluation•Reports .. F112328 R7 AE ,TBP14001.3 2014 FPA TAMKO nderlaJmU ents-FINAL. odf Created by Independent Third Party: Yes. 12328.9 TAM -FELT _ Alternate to ASTM D 226, Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12328:10 TW Metal• and Tile Underlayment self -adhering modified'.bitumen underlayment.; Llmits•otUse.'--' :• Installation Instructions Approved for use in HVHZ:. No t FL12328 R7 • II TSP14601.3 2014 FPA TAMKO ' Approved for use'outside HVHZ: Ye_ s' Uriderlayments-FINAL.odf Inipaet Resistant: N%A '. .. Verified By: Zachary Rt. Prlest:7.4021 Design Pressure:. N/A :. :. Created :by Independerit:Thi d Party: Yes•. Other: See evaluatlon.report-for Ilmits'of Uid,..._• . Evaluation Reports. .•' , ,: FL12328 R7 AE TBP14001-3 2014 FPA TAMKO.. , Underlavments-FINAL.odf•• , Greated:byIndependent•Thlyd Party:•Yes •, ,",. 12328.11 TIN Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TSP14001.3 2014 FPA TAMKO Underlavments-FINAL.odf Created by Independent Third Party: Yes NO-1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: 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 455.275{ . Fladds Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address I( they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick b,1y,• Product Approval Accepts: t ® Itt'.ra M httpsYMNm.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramOGmSea/o2bS%2baRvkOl3ThCQrIWi58TQ%3d%3d 314 4/28/2017 Florida Building Code Online Credit Safe securitym1:.rntcsj https•J/www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtOgtF2AezuarigOlAremDGm5e°/a2bS%2baRvkOl3ThCOrlWi58TQ%3d°/a3d 4/4 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5T" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httn://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3. 1507.2.4. 1507.2.8. 1507.2.9.2. 1507.3.3. 1507.4.5.1. 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3. 1507.6.3.2.1507.6.5. 1507.7.3. 1507.7.3.2. 1507.8.3. 1507.8.3.2. 1507.8.8. T1507.8, 1507.9.3. 1507.9.3.2, 1507.9.5. 1507.9.9 Properties: Physical properties REFERENCES Ell bl. Report No. Standard year PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02=01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type 11 undedayment Constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for Tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic -felt saturated Underlayment with asphalt -then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSAlTRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKOO Master ASTM D 6380, Class S. Type IV undedayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The undedayment shall be Installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKOS Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard PlusS with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-112" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay file roofing shall be permitted in accordance with the FBC. TAMKOS No. 1 S ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that Is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS No. 1S UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The undedayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, ifistallation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" and laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC'. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOOTW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40"11F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underiayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in. the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance In not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when Installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be Installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed In this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G p. . R. p i, No 74021 cr STATE OF '•' CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 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, not will acquire, a financial Interest In any other entity Involved In the approval process of the product. END OF REPORT TSP14001.3 FL12328-R7 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 ekpress nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate of Authorization No. 29824CREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, eN EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httl2://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2. 1507.8.8. T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES ERI'CConstruction Materials Technologies (TST6049) AP-191-02-01REV ASReport No. TM YIK P970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM. D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (S$T6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 •2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Constructlon Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC ( TST9628) 13CAI2269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION 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. Min. slope: 2:12 Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" staggered end laps and In accordance with FRSA/TRI 07230 for file applications. Allowable roof coverings: Attachrridnt of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TSP14001.3 FL12328-R7 Page 1 of 4 This evaluation report Is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES. LLC TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S. Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2' side laps and minimum 6" staggered end laps. Min. application temperature: 40'F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay file roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. IS UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlaymenri shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TAMKOS No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS No. 30 UL ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that Is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS TW Metal and Self -adhered, flexible, ASTM D 1970. rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. 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. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type li underlayment constructed from a non - perforated organic felt that Is saturated with asphalt. Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the F8C. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Undedaymonts TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be Installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed In this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 5°i Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. irp,, 1.•'• C E•N SF •'• S : No 74021 STATE OF : IJJ uun CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 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 dlsulbuting 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 TBP14001.3 FL12328-R7 Page 4 of 4 This evaluation reporl 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. 4/28/2017 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Slats a Facts Publications FBC Staff SaS•Ske Map I Links I Search Florida uuu... 0111 Product Approval IUSEn: Public User Product AoprGyAI Menu > Product or Application Search > AW9h=lon LIR > Application Data II FL # FL158-RS Application Type RevlsloA Code Veeslon 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Emal I Authorized Signature Technical Representative Address/Phone/Emal I Quality Assurance Representative Address/Phone/Emal I Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By K CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Perrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Usting Mlaml-Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2011 ACI530 2011 Product Approval Method Method 1 Option A f *ref att n", bate Submitted 04/29/2016 httpslhvww.floridabL ilding.org/pr/pr Bpp 00.aspx?param=wGEVXQwtDquegl%2bT71%2fFig2gnRzHNulc45pgLAU6g*/aid 1/2 412812017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 tditima r of Produt:ts FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R8 C CAC NOA 14-0903.03.odf Approved for use outside HVHZ: Yes FL158 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure, N/A 05/21/2017 Other, Superimposed loads shall not exceed allowable safe Installation Instructions load FUSS R8 II NOA 14-0903.03.odf 158 R8 II NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bhr a-t i :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 Stare of Florida.:: Prlvacv Statement :: Amesslhllity statement :: Refund statement Under Florida law, email addresses are public records. If you do rot want your e-mail address released In response to a publc-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 8S0.487.139S. 'Pursuant to Section 4SS.27S(t), 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 To determine If you are a licensee under Chapter 4SS, F.S., please dick b=. Product Approval Accepts- Ll Yy Credit Card Safe httpsiAvww.floridabtulding.orgtprlpr app rill.aspx?param=wGEVXQwlDquegl%2bT71%2iF192gnRzHNulcgd5pgMU6ga/o3d 212 M IMIDNHAII -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAUC RESOURCES (RER) I t805 SW 26 Street, Room 208 BOARD AND CODE ADAHNISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inw.miamidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable roles 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 uheet 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 Panino, 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 Pan-ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. AlISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shalt 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 oxpiration 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 tho user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. kz/ NOA No.14-0903.03ISOi . Expiration Date: 09/11/2018 Approval Date: 10/09/2014 r / Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Dra wh,g No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and Dr enving No. LT4612, titled Cass -Crete 4 ", 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of 3, prepared by Craig Pm-ino, P.E., dated rbforch 24, 2003, last revision, #1 dated April 28, 2003 both dro wings signed and sealed by Craig Parritro, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Lhifilled Models, total of (13) co„c,-ete lintel specinreis, per ASTAI E-529-94. prepared by Applied Research Laboratories, Report No. 30404.4, dated 04110103, signed and sealed by CJtristopher A. Hannon, AE. C. CALCULATIONS 1. Calculatlons.for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino. AE., signed and sealed ll Craig Parrh,o, AE. 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. Qualin, System Alanual for Cost -Crete Machine blade Precast Lintels revised on Ahqv 1, 2002. 2. Cost -Crete Quallty System Alanual,for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Liulel Details". sheet I of 1. prepared by Craig Parrino, P.E., dated dlarcl, 24, 2003 and Drenving Aro. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Seffe Load Tables". sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated dlarch 24, 2003, lost revision dated March 11, 2008. B. TESTS 1. Nolte. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aliand-Dole County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. No,ne. f HkWiy A. Maltar, Y.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sine/ I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Draining No. LT4612, titled "Cast -Crete 4 ", 6" d 12 " Lintel Safe Load Tables", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated-&farch 24, 2003, lost revision dined March 1 1, 2008, all signed and sealed by Craig Parrino, P. E., on 11arch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By A ianni-Dade Counly Department of Permilting, F.nvlronnnent, and Regulator), Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-om Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florldir Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Arorne. D. QUALITY ASSURANCE 1. By Alianni-Dade Corot))Department of Regiticvor)) amd Econonnic Resotu-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. y-6---,, We?»y A. Malcar, P.C., M.S. Product Control Unit Supervisor NOA No, 14-0903.03 Emplratton Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD 1612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing A'o. LT9612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, AE, dated March 24, 2003, last revision dated .Time 12, 2014, all signed and sealer! by Craig Parrino, P. E., on August 19, 201 d. 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 Mland-Dade County, Depatiment of Regulaton, mid Economic Resources (RE, R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete USA, Inc., dated August 19, 2014. signed and sealed by Craig Parrino. P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hel altar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 ASi RE,W HIGH STRENGTH PRECAST AND4PRESTRESSEDCONCRETELINTELS1 79m1 1 Ai I i 4" SOLID LINTEL DATA TABLE I" LUXE I Aofiernmr7rarorlmonnm i7C1iLUX12 1 1.1WA i p nmllQr li U! II L'©dm RECAST U LINTELDATA TABLE Cn' 11i=1i a-" W W—A2-9OKEMfL>= Ea[M17'L ErEWMO mrouvrl, l,. McnakirtrLiecvrryi r<m tam u r:ui= oes vt rya e+a o itm o r lcc rim[z,a©ate rsa; ar rtnm.L' IranvLn7tnrliar ntrr rscsa rsavra*;lsra r.—v sl .a cary rzcartIIi rra: rf m navy rz o rrasa rrn rrA rza: Ir. arer i.0 c erav rz rrsev r_*;,arrta ang7ri rt ^ Lsg9[zvo r© r,l. rrav rnz::IfQ7ia7 0 Q- r l rraar: r=:rF.vrat;o r H®ru Itrcyre umrooao tFe no r,,,..,yrf sF e;eyo o 12__ PRECAST__U-LINTEL DATA TABLE r5 SE7rFTn7 ti?sL"i D ®17Z1 O amp Etta r cr,ta vt.t rr a rra o Kam, 7:!!-onAr21:!: La"v=L MMva EA mriUmrrjl„ILxrm rsQ'muzm r" L•"ni"rFJ"J" Il7LII^.7L76ffa L1O Farzcnrsara IQ FICE-AvmGIZa Ro rs ramu rr tLr rTUMJU9l I IrTFADC-- o IiCft)11 rncateasumt,, riJ+'_I n tc r1.11i.!7 n rr,: o a 1=,r£r t©mcsr moo' m lryin r nlanarFl lQ"EIZ7. Ire+ er: o tryst i rr a rrzi.^.t trda R Irrl :ff r r o' Boa: aril`rl rrrl er;o TYPE W TYPE ' 0$7141 nO A -0-—OAlf41 O "7"0 lot 100CI O"W- O i t WA to riot Ifll = OW61 NIIbct 1iL M GENERAL NOTES: 1. m OOl70 IM 7/1t W A A11q tL 04 AM /1 t01t A Yt01 O subo M I ND It m IOOIu . !a1 ra OA/ a a Atl "It L MID m MU MMM V tI W" a1VOD AD W MID StWW L WKSM S OOM r . a0O W at NA 4 OA NO It WN ou" c IOIIOD r.. O pl. lot . a a la nu DO a tW6=0 GOD Me Emm - M. N iM M . 4 Uft = 00aiO CAW •` ^• IM1D. WO L W WW UM NM M OMI OAtlf OM OW lO a WAS ® OW m • XQ It OMI LWW YID ffFW O a1N MU t $ DO W$ DOI LUN OG CEN'• O: o. 4 psnnucrttevtshu a y;ta911:T. FLuidt s+ eN vCod/4-o 0 03 b'/' gyp ;•' CMPARRWD t tic R ORIQ.G t.` 6324CR579 L f TONAL `• o39584 SEFFNLt PRECAST AND PRESTRESSED LINTEL DETAILS to OIL' OMU-14 um R im ADM 5= AS um mm vwu 000 m CM rAE, U no= 104112 LrD: I OF n GENERAL NOTES 1) vdsridc rn 4 p.add tdd . 30M Pd f6' a or aeead W W6DPot - ]600 pe• YY.ggq666 qy. we x8. (WI C90 eUimiimm ml Fibs ar ruTu A61s W wetter pv ASM Q70 4Pe M ar S 2) AN sd. bet Islam bond m r.itim.n 4 Inch ro d •1 bwlep Ladino SS`elo bob f qei NOu, 1L6 ew 1b lose ai/2 W Mt ' 3) ft"& Id m;tW bad bad hew bet q me r , in PveeMe:e idb.tn. lb Palled Cracow tQ 117 Voss 40 Sim oddw rob. 1 L t/ u tttdclim 01420It d61 ' 122a Itl H2aM 5) AS emb•md or mall 35D "Wont. I—L96 b7memrad ut21ddkdk% Um Is 6n1.d b emai m w.dA Ou Fbi &Mq Ow. Strom 160"t m •[md. 6) goo lad Web m naka 7) 4' ,ad eddt to be iml.bd ./ f &VACM berh•rld and e amemie .afkd 0) mutt oaePy Mis 11. o chRxbnd goo, by O*Wl ap`l0r wdm msbts fwmamud tl'mr d +-"sole q Iam 04 to d nuppul. 10) eat-IN1Wed 11) Mote ON eCbd Fibr td bo beefed at U• bottom d Us* rmW aml L TIPF DESIGNATION r - nlm.sr wad /ryry- enbm OallnLLmOrR121 16-2B/2T 0= 1w.J L from rr low Vsms wry. W)MM Fill tr uof r Loop rut r ot 6 :•., Y i?: —rya Yt•(tiy r i cm to of ^ 0 > let01"ortaUNIONS of normf1/. 1 s . 1. 1Y 11MMAL Whom 14 6At4 aa r• uro 1. W"-.we$ 13) lb doul. sAa• of 6Nd. W d n do for anoreb ff.MM bob old bob e adnq of .Mm app6N b otmtaaes •2A I= C-m or #Vw efPr - Co4 14) uam bead M— A-temry 11, weals sad hsduetd y.wa0 badf gloom bed d 1v b. mm e 9 w k4ad vv" kw + Ntud bsArodd bea S fA Satowlied lees Sot. badnsbdfew15) Fet emym9. 6* 1 be*b ad dnen as W. ad fmm sod lout belpn ohm& I6) lir bun Lego• bet d"A. im ode tow flow nd Word rpb dada 17) Sob neat a naadawr .bond. read. 18) Safe boa bead m roLead ddpo •usb b psi AO saoy.gd nAD 31L 19) aea,d. .wL ( IWIQ iMn UrQtetd Sn bleb bdtor.•ed ww SEE SAFE WER& LOAD TABLES FOR LOAD RAIR40 FOR EACH ADDRIONAL REINFORCED Cmu (1c1U) FULL COURSE c•", (1) 15 REBAR FOR R' UNIEIS 1- 2) jS REBAR FOR IY UIMS OR40 or GReO SAFE LOADS FOR 4" SOLID LINTELS 4a 40iem VITY TYPE8 LENGTH r 3'- 6- (421 PRECAST04'-0- (481 PRECAST 9 4'-6' (541 PRECAST 789 5'-10'(701 PRECAST 460 6'-6- (781 PRECAST 360 7'-6- (901 PRECAST 260 9'-4- (1121 PRECAST 156 10'-6-(1261 PRECAST 116 12UB C UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (421 PRECAST 687 371 4'-0- (481 PRECAST 597 320 4'-6• (541 PRECAST 529 258 5'-10-(701 PRECAST 407 148 6'-C (781 PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10'-6'(1261 PRECAST 152 1 43 12F8 121`12 12Fi6 Zt.^•' 4:. :', a fit\. Y lt..,.. 6U8 6F8 SF12 6F16 p., ;4 ;r•. t• . M1'^`ti3. Y. •^ . - ' t: a •+. , 4S8 4' 9t• 12F28 12F24 121`20 N PR0006TR1nSIM ii. , ,) • mm. 14.6 \\4u, tA, FWb 4.. :i i. ,T•. e • l - UWk• Leda i / 97.= lb uq 44 • R . CRNGPARRINO 3 t'• R10, . 6924CR679 /A BF32 6F28 6F24 6F20 ' Oe`rS;pNAI .......G 4e, pp ggj e6 m a6R of —CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES cJ y - s nc nurc 06sais N tun m bRw wwA sutE R ps tdt; 3/24/at Come, or Gt16 MraD, Pt. - Ism fro. 4dx 6u11Nb a U402 S)fn I m S SAFE GRAVITY LOA13S FOR 6" PRECAST L1.LIMTFLS 4cww4Mft0 SAFE LOAD - POUNDS PER LINEAR FOOT TEE LENGTH 6U8 6f8-18 6F12-IB 6fl6-18 6f20-18 6F24-1B 6F28-1B 6F32-1B 3'- 6- (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'- 0' (481 PRECAST 2025 2313 3%2 5D50 6148 7227 8297 9357 4'- 6' (541 PRECAST 1654 1887 3633 5050 8148 7227 B297 9357 5'- 10'(70) PRECAST 1067 1260 2198 3557 5734 7227 S297 8225 6'- 6' (78) PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'- 6' (901 PRECAST 779 883 1459 2188 3151 4524 6654 M ow 9'- 4' (1121 PRECAST 584 66D 1056 1523 2094 2795 3731 5017 10'- 6'(1267 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'- 4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'- 0'(144) PRECAST 425 477 744 1 1042 1377 1769 223E 2808 13'- 4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'- 0'(1681 PRECAST 351 392 605 835 1087 1373 1703 2087 17'- 4'(2081 PRECAST NR 299 455 62D 794 9&S 1198 1437 W THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE ND. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS cola a-aoarecTIli iuT°i e SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU S- 6' (421 PRECAST 587 1055 596 4'- 0' (48) PRECAST 487 787 445 4'- 6' (541 PRECAST 416 609 344 5'- 10' (70) PRECAST 300 350 198 6'- 6' (781 PRECAST 263 496 157 7'- 6' (901 PRECAST 222 367 116 9'- 4' (1127 PRECAST 173 352 74 10' 4'(126) PRECAST 151 276 58 11'- 4-(1367 PRECAST 139 311 49 12'- O'(1447 PRECAST 131 277 1 44 13'- 4'()607 PRECAST 117 223 35 14'- 0-(168) PRECAST 111 202 32 IY- 4'(208) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS aa1. CMw SAFE LOAD -POUNDS PER LINEAR FOOT LENI3TH TYPE MAT 6F12-11 6F16-11 920-1T 61`24-IT U-116F32-I1 Y- 6- (421 PRECAST 1412 2074 MS 6 3997 4638 5279 4'- 0' (48) PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- 6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10'(707 PRECAST 031 1222 160D 1979 2357 2736 3114 6'- 6' (78) PRECAST 723 1097 111 1437 1777 j 2117 2457 2797 i- 6' (901 PRECAST 60 MM" 1249. 1544 a 1840 N 2135 N 2431 9'- 4- (1127 PRECAST 575 571 980 1252J 1492 1732 1972 10'- 6'(1267 PRECAST 514 462 787 IV 1121 133 1551ad 1766 11'- 4-(1361 PRECAST 474 404 685 985 1213 1442 1645 12'- O'(1441 PRECAST 454 367 619 888 1093 1299 1506 IY- 4'(1601 PRECAST 402 M 308 516 736 0 9D6 1076 1247 14'- W(IBn PRECAST 368 285 475 677 iJ 832 989 1145 17'- 4'(2081 PRECAST 253 208 338 476 j 555 j 693 j 803 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD AWED REBAR SEE GENERAL NOTE NQ 4 S 44 O( T qF i ', CRAIGPARRINO C, . rrrt;,& rVALE;., SEfFHEACA 33684 FL. P.E.UC.NR4°7s PROD' Jer"y44,D r ° N)4 wrN lk Ftmry pW4Nain ofQ- EP6uion= ° oT.07 ey 7/ '/8 Ati Sao uel , J : CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES rot wwc oauu-u °urrf a: nxui woos 0, •"-'" MIL A/trAv qt0® K: tuc rumn rc - ac .° unr °nrm xn lour v[rr t er t 0 SAFE GRAVITY LOADS FOR 12" PRECAST U.LINTELS 4mlhO"Iffil SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12I8-28 121R-2I tfft6-28 1821F28 tyN-29 ttltb 26 ttf3t-78 Y-6' (421 PRECAST 3428 5000 S838 7619 9352 11060 12755 14438 4'-0' (48) PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (5417RECAST 2396 3464 53W 7619 2 11060 12755 14438 6-10-(701 PRECAST 1612 2320 3218 5234 8497 11060 12755 1443% 6'-6' (781 PRECAST 1383 1986 2879 4196 6421 10032 12755 144 7'-6- (907 PRECAST 1130 1628 2131 3210 4676 1 6756 9763 13521t 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 14167 5593 755 10'-6'(1261 PRECAST 614 1043 1295 1853 2518 3323 4354 563 11'-4'(1361 PRECASI 18 945 1162 1649 2216 2893 3719 474 12'-0'(1441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 IS-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-O'(168) PRECAST 321 720 865 1204 1554 2017 2451 3106 17'-4'(2081 PRECAST N.R. 451, 631 881 1141 1428 1750 21 19'-4(2321 PRECAST NA 343 477 700 925 1152 13W 1609 1) n¢ MWW5 w PARDO®S ARE KRWR UMCM6 MR CRIIOF 40 NIID AWO) MAR. WE LiRGR& WR M0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U.LINTELS 410mm- iMr6 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 11A116 INS-2812IFt0- 12014- lml 1512242Rl26- 1 4'-4- (521 PRECAST 25M 2942 5468 7534 9640 11669 13679 15679 4'-6' (541 PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 V-8' (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 1 5-16'(701 PRECAST 1259 1758 3361 5954 9358 11669 MM 1567 6'-8' (801 PRECAST 924 1430 2633 4415 68M 1 12574 14Wq 7'-6' (901 PRECAST 703 1203 12157 13494 5259 17922,, 962 1132R( 9'-8' (116) PRECAST 30 643 1 1451 J 2157 3203J 4427 5417 63801 VA UR; KWMM M PNYNINL$ AM M WO RAIGAA6 Kit GRAM 40 MD AMM MONVL SQ 4UNIA NOTE Ml 4 e ww ow•"Y"•_ SAFE LOAD PLF LENGTH TYPE 12U8 12FB RCMU Y-6' (421 PRECAST 1295 4841 393 4'-0' (487 PRECAST 1295 4841 299 4--5 (541 PRECAST 1049 3922 24170 5-10'(707 PRECAST 681 2547 155 6'-6' (781 PRECAST 579 2167 123 7'-6' (901 PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 58Cby 10'-6'(1261 PRECAST 306 11143 454 11'-4-(1361 PRECAST 278 1041 38 12'-0"(1441 PRECAST 260 971 34 13'-4-(1601 PRECAST 229 857 278 14'-0-(1681 PRECAST 216 809 251 17'-4' (208) PIESI N.R. 6 16 19'-4'(2321 PRESTRESSED N.R. W 4j 1301 4'-4' (521 PRECAST 4'-6'. (541 PRECAST 5'-8' (681 PRECAST 5'-10-(701 PRECAST V-8' (801 PRECAST 7'-6- (901 PRECAST 9'-8' (1IS') PRECAST I . SEE GENERAL NOTES - SHEET 1 OF 3 PLF SAFE UPLIFT LOADS FOR 42' PRECAST H.LINTFLS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1218-21 IV12-21IN16-2112rA-2112F24-17 2P28-2112F32-21 Y-6- (421 PRECAST 2752 4287 5613 69M 6264 9589 10915 4'-W (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6N7 7365 8384 5'-10-(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-0' (781 PRECAST 1444 22696. 2972 3675 4378 5061 5784 7'-5' (901 PRECAST 1267 1767 3194.j 3006.1 4417 5028 9'-4' (1121 PRECAST ion 1171 2006 259 3087 3583 4079 10'-B'(1267 PRECAST 920 941 1612.2281 2764 3209 3653 11'-4-(1361 PRECAST 858D 829 1404 1982 2441 2902 3384 12'-O'(1441 PRECAST 814 753 1269 17 2201 2616 3032 IS-4-(1601 PRECAST 678 633 1057 1485 1826 2169 2513 14'-O'(1681 PRECAST 6n 586 974 1365 1679 1993 2309 17'-4'(2081 PRECAST 434 427 W. 964 1162 1402 1623 19-4'(2321 PRECAST 366 370 593 817 1002 1187 1312 U) NL NWMX5 IV FAMU ME25 N4 KKUff ROMEOm6 WR OW 40 IIEW AM WAR. SEE GOIOt61 NW W 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4607-C/MR I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH IMWI rmlU-nlmw-V 1W mcu tmab-i IN1D• 3692 2 4'-4- (521 PRECAST 1626 2686 3746 4806 5867 6928 7989 3458 2417 4'-V (541 PRECAST 1558 2582 3602 4623 5643 6664 76M 2236 165 5'-1r (681 PRECAST 121D 2042 2850 3658 4466 5273 6081 2129 155 5-10'(10) PRECAST 1173 1984 2769 35S3 43M S123 5908 1716 117 V-8- (801 PRECAST 1020 i 2426 3114 3802 4489 5177 1438 914 7'-8' (9D7 PRECAST 904 3390 4005 4617 I16') PRECAST 703 k= 2663 3145 3628 MAIM IN PARDMIM ARE FUXDn REOIICID16 FDII G . •• ENS /0 RDO AND RMAJL SEL MLVA1 RION R0. 4 447 MWDULTswidlo0 Du1d'g4 DIo Plwfh F ':: I WOO iNbeAwlptruc ttp -o o ,03D aR1;;:•G: I 7 SEfR4EA4a935844,A%$DisL.E4 d a PL.P.E.%ZN0.,%fa CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB 1u R M MV-14 1 OWN It AM &RKAW I Acid RLm MIAMI-DADECOUNTY PRODUCT CONTROL E SECTIONON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I t805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 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 (lie expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel -Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Patrirto, P.B., on August 19, 2014, bearing the Miami -Dada County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer"s name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other 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 # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted docuin*entation was reviewed by H ]my A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMI DADE COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 o ¢/Z $ /2v/ 6 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet 1•of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. 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/Il/96,'45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report 984-Ml9614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Ceri fed Inspection Report #58 A66332 dated 01128/96 for #4 rebar by Birmingham Steel Cofp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. L'-IA /) &- -1 y A. Makar, P.E., M.S. ProduerControl Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report i184-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 01-0209.03 A. DRAWINGS 1. , • None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT3, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. iy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-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, tilled "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. 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. HdOi6 A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OS/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE I.' By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the .Florida Building Code, 2014 Edition. Lz::= /-' az'e_ HqLirfA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 A=,ice R a HIGH STRENGTH PRECAST AND 4CPRESTRESSED CONCRETE LINTELS PRODUCrRUNEWED e+COM0711111with the FImi01 L IRRUPSR MUNTELS STIRRUP DAILS te" n N7J.ET ilRc o tPAi1JNO mime , i 14 - 0 0.134 M2 1 -] 4 -/ 4 0 3 -W 9 Is- 4 0.140 6Q MR f-s 3 16-2 s-• 9 17 - 4 0.100 639 7 32 7 1-3 7 MR 17 -2 4 O 9 0. 170 713 1-z A 0 4 -2 9 21- 4• 1114 7e7 to 0 7/32 e11 21'-e e e r-6 3/e• 10 a'- o• 0.20o sfi 7/32 OAR 21'-10. 6 a $710 3/1 to 1ea24'- 0- 0310 p3 u 10 7/32 OAR 23'-IW 6 O 4'-3 1/6• f0 0B" PRECAST W/ 2" RECESS DOOR L-LINTEL DATA TABL£ 7 Ik=siil,ui 1t l:F>•t aR_•.'Ltil:l tll l:t i.S r;. I11.:'7fi'!s rrilaa7..rii i w2naff2mm a w1:FA IMo fGL iF]i til: T2 Z II!Irfi 1t71 7 f• f64't7 i1Iuc-AUPUT1 FltIIA© Q tl• r 6oar[ICJd ularrL ff= d Omr rlUMFtOil' r t/cf! LIFJ 1 vari Iti" W=dIRMf 3 r1iJ J1'P.4:!.^r1fJ±L:iOiS'i©l t 15MA E3l rr CRfi[':l[iarir7A Kmar" Kiaw OF M v' .ntv, m .rcn. ,10e/ st v s,mn tlA 1nu low flat w ADlr0r1 m m-cmt4ew L141EL II[L"(DRC111G G r4001L110N YODFI. 4' fq ettu VA" m 1n 1,ri Al .L11 tIRto Or tlimmc m umTrt RreifDtG>un [Aer r4-rl tie" u0eti PRECAST U_UNTEL DATA TABLE irr c.7,WTRRmd if: R111La1JMIcnmi1 7rirr y.W.'' WA non®oa D r as atA r u: a r s Riai v rimer r o KTMITI Kiln Fig=r" amMULI FidA[7CS7fiI]• F liDe'F 17 VLl WYME 0r f p ,rTri?nr7t•7ElQisO RY%ii• flOrZ LL7.1i/ T 1 LSa ti gnffg ME" I KUM mmw Eu"Em" r> Wimum" IF"rtmrm_rAbno t1113 rRormnARr 1NrORN T= s rnmm mR roma Aw&YAL n IS rmtct:rco W COPIMT LWS AND CA1110t K WADWM Olt MMIMEO nnRom tRt rear Ymnu1 cammi of CAsr-mic um, ac M 1. aaraeno' stm: 7/32 IM ASIM ,idol M a. S. WD ME toms. mWa Of SOaWe ARD 00 MDA11 e1MU W AM A6111 7/16 D611 KO XKM D C07A D 3URIPM MIN CAMI puma 2nsm LOW-AMAW ml nESTOLI o 'm a THE moose= wC ra Ewmc S1MAm AMU Ant. - MOr 5714110r0 . 4. and Tw 2. CDOCAnt MWWW M r .rood P! FOX r R *ffos m Get IMMIX SHM 2 e11411m76 M11W1toll" P. 4000 PSI fW ALL IRON CAM ecast a O r6 im uM LS. 0. 2A 100M m patpROrnm no= ra s WMAL F=AM TOM - A" 1,r.. Cum Of c oNanc RAY m um UI LIEU or nlstircm uwm MWOWWO c"t 4. stRurolo PUMC et0 To 11sa7 urnm Am NANOLee, w••n 4 NHS • PRODUCTIMASUD hwwmod l ODl ccrcM WllmldAnmwt.. Acmgmet4o/ o o3.eY. CRWPARRM / S PE& F. N0.9 M nib CAST-CRETE 8" LINTEL FABRICATION DETAILS MM 1R UM Mal, P.L - MEL m 44/26 1 VA11 ON 10 MU I IV "'AU-6w .3ihiy%e` ii1 MA f - wbr/u I aa10 m ww Arms. P.L - cm. Rt 4u21 1 MM r.1a acn I Or 3 1 RAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS a• C=rr.ArT onE VaRIn0u FOR SAFE UPLIFT LOADS FOR 8" PRECAST $ PRESTRESSED U4JNTELS 4AS7 4A91W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE= LENGTH 8U6 vs-oo afa-+B 1r12-08 6r12 19 ins-m 916-16 W2D-06 SM-16 MN-06 6114-16 W KU-10 6Ts2-W 6r32-10 3'-6' (427 PRECAST 2231 3M 3719 5191 I807 8n4 9502 IOMI 3069 4145 113 750 074 1094 I19a 4'-0' (48 PRECAST 1968 2551 Mot 3826 4890 SMI 7014 a+o) 2693 4655 6113 7517 074 IM" Ilea 4'-6' (547 • PRLTiAST 1599 1169 2110 2931 3753 45M 640D emN 2189 437S 9113 7547ol M72 111M 11009 5'-4" (64' PRECAST 1217 1349 1436 1 1999 2560 3123 MR 420 16t3 3®0 S365 750 7342 8733 10127 5'-10"(70' PRECAST 1062 11n 1173 4031 2010 2549 3009 3470 1461 2622 4M 7160 o 7191 8328 6'-6' (787 PRECAST 908 12Y 2177 3400 coat 3707 4353 Sal 12n 2177 34M SMI a36D I= M25 7'-6' (907 PRECAST 743 lost 173 2632 2205 2690 3191 31a5 1011 172D t1t1 se9e s®1 64. 8472 9'-4' (1127 PRECAST 554 699 1fI0 162S 25M 34N 2810 3302 752 1243 IN3 25H 3u9 470.6 6390 IV-6'(1267PRECJST 475 we m YN7 200 2m 2163 25M 943 low isn 27a1 4754 I1'-4'(136 PRECAST 362 5R 919 1366 1423 3127 40S Solt 445 1366 2475 3127 4Da 12'-0`(1447 PRECAST 337 x0 073 12x 2193 2606 3S$ x0 673 1254 R1428 2193 2WS ZU 13'-4'(1607 PRECAST 296 m m 1075 181D 2319 260 471 756 107e 15A 2318 2D83 14'-0"(1687 PRECAST 27904 700 so02 107 2127 2630 4/2 705 1002 1326 1697 1 2127 2p0 14'-8'(1761 PRESTRESSED N.R. Na MR MRN0 MR IMRMR6457m1310190t224523172712 15'-4'(1841 PRESTRESSED N to is RR Nt FIR lei 6R 412 710 1250 1733 205s 2= 1 2513 17'-4'(21)n PRFSTRES NA MR MR MR MR a MRSEO 300 Su n0 I= 1609 Ix9 200 19'--4' (2321 PRESTRESSED RR. M to RR 12 RR MR MR 21S 420 73D 1037 tt62 1515 1716 21'-4'(256' PRESTRESSED N.R. to la MR RR I RR RR at so 340 Bob 645 1114 13% 1460 22 D (264) PRESTRESSED NA MR 1N w RR let RR NR In 315 55D 734 1047 1235 139D 24'-6' (2881 PRESTRESSED MR. MR MR MR MR IR NR 1u 129 25D 450 04 664 1 1022 1 12n 6-44an. SAFE LOAD PLF TYPE LENGTH 8U8 BF8 R<,IAU 3'-6` (427• PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-11' •(541 PRECAST 592 591 1 1073 5'-4- (64') PRECAST 411 411 745 5'-10'(70') PRECAST 34D 339 618 6'-6' (781 PRECAST 507 721 490 Y-6' (90') PRECAST 424 534 363 9'4 (1121 PRECAST 326 512 230 10'-6" (1267 PRECAST 284 401 ISO I V-4' (1361 PRECAST 260 452 154 IT-W(1441 PRECAST 244 402 137 13'-4-(1601 PRECAST 217r2N 110 14'-0' (1681 PRECAST 205 t 0D 14'-B'(1767 PRESTRESSED N.R. 91 15'-4'(1847 PRESTRESSED N.R. 83 17'-4'(2081 PRESTRESSED N.R. 194 64 19'-4'(2321 PRESTRESSED N.R. 148 52 21'-4'(2561PRESTRESSED N.R. 125 42 22'-O'(2641 PRESTRESSED N.R. 116 40 24'-O'(2887 PRESTRESSED N.R. 91 33 44-4— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH am-R I 1t8-21 wn-IT 912-21 en6.1T In6-21 er20-tt s12D-21 alu-1T ON-21 arts-n arta-2r aF32-11 aF3z-2T 3'-6' (42) PRECAST is" 2655 4 4m SW 6132 70a I509 26MS 3524 4Sa alp 6132 7001 4'-0' (4D' PRECAST 1313 2 005 3D10 3315 4570 5n5 6079 1]I3 2106 3060 381S 670 SM 60)9 4'-6' (541 PRECAST 12D7 2040 2107 3375 043 4711 53)9 1207 2040 2707 3A5 4043 4711 5329 5-4' (64 PRECAST 1016 Rl m6 293a 33D9 3961 4522 Cole 1715 221e 2m 3m 3961 4w s'-to"(70 PRECAST a0 1562 2593 3107 m2D 4133 921 1597 2060 93 3107 3820 4133 6-6' (78') PRECAST 35 14 186 2329 2 3u1 3712 135 1407 1068 232D 271I 3251 3712 7'-6' (90 PRECAST n7 1 1624 IM 2 2827 S m 1224 We 2023 2426 2927 3226 9'-4' (11:0 PRECAST 591 7a 1136 1474 1915 2157 23GD Sol 862 1318 1643 19W 22D4 2619 10-6'(1267 PRECAST w 375 916 111a 14e1 17 2011 5m 693 1 DD 14n IM 2055 2NS 11'-4'(136' PRECAST 474 W4 8OD 1D!! 127 1513 1753BN 4" 6D7 1a 13n feu 1915 2187 12'-9'(1447 PRECAST 470 45e 724 939 11 1369 ISM 470 550 910 1302 ISM 101 2075 13'-4'(1607 PRECAST 413 386 607 7n SM n43 1323 25 . 460 780 1159 1412 1 IN7 14'-O'(I6n PRECAST 3x 36e 560 n4 MESS fox 122D 410 425 717 1Dw f358 ISWV 1a07 14'-8'(176) PRESTRESSED 29 334 520 in 675 073 1131 246 m 663 m 1' 1518 1734 15'-4'(184 PRESTRESSED 224 313 480 6" 7a 6n fOx 230 361 116 9a 124 140 1665 im 17'-4-(2081 PRMRESSED fn 192 2® 306 4m sm" 521 740 tie Ion 759 127f m 7314 19'-4' (23n PRESTRESSED 162 166 229 a 2903 343 42D 40 03o 547 941a 617 gJ IVAhJ 747 1m 21'-4•(2561 PRESTRESSED 142 142 201 IN l07 373 30 M7 490 it 721 569 9M 6% lab 22 -0' (264) PRESTRESSED 137 197 296 J)D 46I 6 e5D 13) 923 SO 513 66s 863 199 24'-0'(288j PRESTRESSED 24 N 17 2D2 ZQ1 J11 342 455 416 W6 492 s7 6e7 e)0 J) THE NLWEIERS IN PA ENIHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FlEtD ADDED REBAR SEE GENERAL NOTE NO. 4 ON SIEEI 3 OF 3, SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. FRODr U) %w ARE PERCM REUUC11oNS FOR 470WL 40 ERAL NOTE NO. 4 ON SHEET 3 OF 3. C£N 1O 9 ObMaA 1noD17C1•R8v1,mD O rT j TECRAIGPARRINO0324OR679S£E B GENERAL NOTES -SHEET 3 OF 3AOT—j\` SEFFNER. R 33MM R-P.ELIC.N0.44758 n R 44 444 n 414946 16m CAST—CRETE 8" LINTEL FABRICATION DETAILS a... 7 nm 1I410 0MR-14 1 am m mm rwak rL - am w 4056 mm Met to sm OIIA 06/0/MI OEM op 49AR nZa rL - IM W 4059 Whill ll 1M SaIll 2 DT 3 SAFE GRAVITY LOADS FOR r PRECAST w12' RECESS DOUR U-LINTELS BATE LATERAL LOADS FOR 8' PRECAST vd2" RECESS DDDiI U.LMTELS SAFE UPLIFT LOADS FOR B" PRECAST w! 2"RECESS DOOR U-LJNTELS wsr a4llro SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRU6 GRID-0e 01 Rif14 6ulfle-oe ms-w au3o-6e Lvr-19 wlo-feR3m U61e-le OM-12 WL-fe eAiJe-le 4'-4- (521 PRECAST 1635 1749 345 4346 5421 493 7507 is"6339 GOW 9479 Iona4'-6' 54' PRECAST t491 1596 30W 391e 49,i 5924 690117553m6e39GOOD9479f0093 5'-B' (66' PRECAST 866 ffi0 1770 2277 2639 3402 3966116724e1007917 93115'-10 701 PRECAST 81O 059 1653 1124 2649 317 3700 1113 230 4242 BU19 7402 206 6'-6' {BD') PRECAST 797 901 Ie1S 3120 SDte 77,7 0446 7310 Sol IBM 3120 0We 7915 1479 10 7'-r (901 PRECAST M 755 1490 2459 3776 5743 72M 3623 7. 1420 2469 3779 6743 09N 10G9 9'-0' (1IV) PRECAST 411 466 999 156e 2253 3129 4091 314e 526 999 156e n51 3129 4150 SOSIPI j) THE NUMBERS IN PARENTIIESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR. SEE CEAERAL NOTE N0. 4 Rm SAFE LOAD PLF LENGTH TYPE SRU6 8RF6 R CMU 4'-•4- (521 PRECAST 758 1 757 1164 V-6' (541 PRECAST 694 693 1073 5'-B' (681 PRECAST 408 407 655 5'-)0-(70) PRECAST 382 381 616 6'-B' (ego PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-B' (1161 PRECAST 370 490 214 SEE GENERAL NDTE IS 4A1 T-41%am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eln6-a1t eR 1 sate 1 wn-n 6-t mm-1 erloetza M4-Ira mo twne- tma-a IIt1Fta 6Rrm-n 4'- 4' (5n PRQAST so 16U 2M 3056 3751 4445 5140 905 ff6e 238t 3066 3151 N45 S146 4'- 6' (54' PRECAST w 1W4 n72 299 3607 4275 4943 in IW4 2272 29V 360/ 4275 4943 5'- 6" (681 PRECAST VS t 1797 2326 2654 33e2 3911 103 120 M 2325 tes4 ius 3911 5'- 10'(76') PRFCW 655 120711748ad2259 2773 3206 sm 1m2W 2713 32e6 6'- 8' (89' PRECAST SID o29 9GD 2429 S70 IOW190D 2429 2V9 7'- 6- (901 PRECAST 306 742 q65 21 2597 12m 6!61765 2166 25e7 I16' PRECAST as 46eitn I640 I 395 SID I3e6 1701 2DIi THE NUMBERS IN PAREIMESIS ARE PERCENT RMC11ONS FOR GRADE 40 nao ADDED REBAR. SEE CDoK NOTE NO. 4 Cl2dERAl N07E5 TYPE DESIGNATION 1) udwcb: M) IIaMs an a.ard««1««d ,ram t-1/2' Mq Mdw N 0e «W to mrYh mOml W rek bala and yta9g re6- fr«ml fdd • 40m Pr f 1112ED ®1 f41110 / U . W61A[0 r• parresa4 few • am pd 13) Iti d.w .leas .I ENA Imbed b me., a I. ash dw 1e0 ffilfl l 8f12 1 aole.I 3 Nek ryah a aaeap r rrm A WA&,* e vb AMU C-92d cw&W m0q. r W10H OF M IIf&4 l0 a«e .b eu e.2IIGIpvoo dPi r w I ww 1«dd mWrrz•dp dW matt (e ep « y wd re9mlr ( I iwou of 1911R Wlif aMrp.15'W Yls 6W aWD Q oNed7wCOy d6 kdYP 47etlac . •.w •. y y Prr A291 A4,6 fieu z>o . ahsrt. "°'°" • ra' d '- ' tl' 8 F 16 -1 B /1 T paperASWR1DMU « 9 4w mWl hd H69w k b." W J i N ed. bed Mlle um m a3Aaem 4 her a Aid hNM we avlhd lad * ado kerk,ribl bd S IJA ffaelxu tUMJ 73sd, s Sao A.Sold Urlmh! )r•Iq h Ism tood binh' I* fat sydb bdel 6e1jf4 me Wm m ore lead Iraer ml bm Mg16 Wm d . W9DMl IO1CIo J Af m i S 1 2 whn IQ f« UM W40A ml rrm1. de efo had Nm M b pd kno d can. ..i•. 3) " w6b k6 Gera bed M ma )data 17) Sob b.A ue eleAepad dw" boa •;' Is 1RId11 Al w wt( 1)ED 4) Ike eoebu h W"N b ldkdo IM pwwi rdaom 1« I Ste lead. Mad m rdhad r AO SW sad 7W "",: ,• wds49OreoddWass. dalr' walY M M a?,.: ff 1-1/Y QW 7•- 61 Aaw a32-1e ..yf qqm rd . dank y pwdelno edrr. •. to®71: •/ 153 nird'w 4 141? (e3. 660f p! 06 N) a iud a aaW :ti 1 eMre Yw. «roW edsa: > `•EI?' - . 3) A9 49 0 I«al «seed mM9Aa ' .;jd: •,; •' GALL hwarmptoakCe19en -i ad Imgr rdab , ;( eaa V160deRaOo J:. S. c.. 0te is iv3d Is WA;1m staeg1r"q W Mil, %w q code sae 16H.Li a ow vi 0Owefledaddsmtew"d.7) 0. 17 aMr alory M 4ra6llad I« M A alas 1e•''•' is IFrit A311311011 0 * axtk%r het Mob Ob u. aeklar,rr ). ' SEE SATE WOUL t134D ' • • 0, 716fm CAM sd/ US= FOR LOAD RA7Wc 32 ,eV„ uaej •' 6PTI9N 9fNWltia tr dailw rw esheb arsdrWd I«,. Item w eh Ima faetm ry •. ;: 7 ' AgWI r90d . Do v4sI rm016 raemt and ales d d-may kee •;iy iy+ ` '. • • • • i 6' IaO L VIM r;" w nIU. COURSE ( ` G, EN ' ,0'y RENEWEDp 1) NRoom bed amw Iaa to M *Wd d w b" r 1M kw a'"b' I - CLR 17P (2) 15 REBAA B 7casco'ode,•Rm tea27.;ds a 0.44 •• Q malpntkl n,m mod. OR40 a GR60 Ama9h•oa No - o * . * : wline CbA A OT): : 2irDkWooD31e oZ CRAIOPARRINO "',-/`"/•/d M i Om190 •• C ORI G c p` amCR679 SUFNEKFL 93584 syl,,•s / ONALE 44e,4 IL P. E.LID.N 1 cLr aP CAST— CRETE B" LINTEL FABRICATION DETAILS IN l •' tel IiwL 6150D-Is olt l m QWPAWM?F_-1DLUk4Q9I GAtts W1 W Ftll4 1tiI'f9 ' wr. s/o7M laaoo m uAa AIIiO, rt - , 90. u7sd Ig19mD w. iW aw s a s MM a hI A11.11-DADE COUNTY PRODUCT CONTROL SECTION DEPARTiliENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADh-UNISTRATION DIVISION Miami. Florida 33175-2474 T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tv%viv.miamldnde.eov/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 (ln•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 perfonn 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 detennined by Miami -Dade County Product Control Section that this product or material fails to meet tine requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 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 Panitio, 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 Pan•ino, P.E., oil August 19, 2014, all bearing tine Miami -Dade County Product Control Revision statrip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and t)re Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been fried 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.. Wany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the•manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makav, P.E., M.S. I` NOA No.14-0903.03 MIAMIOAOECOUNTY L'' f • f Expiration Date: 09/11/2018 Approval Date: 10/09/2014 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drau-big No. FD4612, titled "Precast and Prestressed Lintel Details". street I of 1, prepared by Craig Parrino, P.E., dated dtarch 24, 2003 and Drenving No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Stfe Load Tables" streets I through 3 of 3, prepared 4), Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both dra rings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report onflexural testing on 4 ", 6" & 12 " Precast Concrete Lnrtels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-S29-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, AE. C. CALCU.LATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared 4), Craig Parrhro, P. E., signed and sealed b)i 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. Qualin, System k1m ad for Cast -Crete Machine Made Precast Lintels revised on AA(v 1, 2002. 2. Cast -Crete Qualify System Manual.for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drent ing No. FD1612, tilled 'Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., doled iVfarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By Miami -Dade Cburgy Building Code Compliance Once. E. MATERIAL CERTIFICATIONS 1. None. HeWiiy A. Maltar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 r Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drmring No. FD4612, titled "Precast and Presiressed Lintel Details", street 1 of 1, prepared by Craig Parrino, P.R. dined 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 itlarch 24, 2003, last revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, P. E., on A4arch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By i% itnni-Dade County Department of Permitting. Environment, and Regulaloty Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated Februa y 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. TEST'S 1. None. C. CALCULATIONS 1. ]Alone. D. QUALITY ASSURANCE 1. By Aliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL, CERTIFICATIONS 1. None. 1 We-ffi y'A. 1-Wa1(ar, P.L., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheen of 1, prepm-ed by Craig Parrino, P. E., dated March 24, 2003 and Drawing Alb. LT4612, tilled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, AE., dieted March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pamino, P.E., on August 19, 2014. 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 Aliami-Dade Corurh Deparnaenl ofRegulator, and Cconomrc Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-om Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., cent )ing compliance with the Florida Building Code. 2014 Edition. HeIMOPA. Mahar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 77. w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 'B' TYPE 'A•_SDRF 5 rUL1ll1fl4LL4 l7 i1 E:rlrafa 4" SOLID LINTEL DATA TABLE a lt)r' • ' rl d tlddri ra%MKD]n resa rM R[LIiilss 1'.1Er3i KIMMILU 2X1lc•.. Rrmi[Lltal— 6" PRECAST U—LINTEL DATA TABLE r o r E v E®r no m rsa r:1_u_.s oe,a rn i:zs cue Sa r a o rca u:arauc imr v®r avnoi ran o m Qus.:. i rsa n srr c v/ u irasanrrsta.r, r ••, rare vm'+nra n o saa r s r u :ia rary vmm sass rz o rairrnr arr sra rt;rzvrt, rrasar snmr;l.san rtary, nvsflr u rr rz-nrti:rter'am ssg'ir o rrtv lm rt. :.srra r L::trtvra o rrm rrn rssi. r a1_: rrsasa r r:: rre rz*9 0 r rmrrsr ru:s nrcyr!s: ma3arrlo rre 1rrzt.rvT.,.,scsrr},,, m1sr r,ao 12' PRECAST U—LINTEL—DATA TABLE 9301 m m rar*s mca Fm= rsmm nn o r-r MILErcr5 erao mir v;• ti m r a ucia vs:z r:a Cm t rscsa cum t' c rti:! um y v L r:a rfcrtrr r" UTEM r11"', rA v®mitt,tam rrv ulurrl..!^r,+rru Lrzci o rrrvt m Sara 1, •,,ra tr-m ir,o rrsevr ru>•raa_ s10"Ir ne liCformrly- rasa,+raspMMArsao 9MMIMArei mciria• e3c oao mc oaso la="® auararmor mesar_nLu:arl,1., Imyrt.:._::6"rr_;offi"r?ml rrty o m r! l I l .• A li_]el r1a.-. ar' rr u IAA; -.ILi !: : stic,ar,esal ou:ars„T,,r, ®vr'IL7©cr o racy rya [sa',r c n u rs:_l a' vt r> r ir cr•r w<,..lcr L_ •try c:Aar r u- Ir•1• vui e laa rri- tilarr rscyrs. r•+•.t. lucfa ve:ss rses r:+ara rV r rev -er r,a ra etti r r>tis-f Iry rsmA rav f2•v m-.s»I r x 1, •n MR.,. MIMI caLrUICE, tir U rt i mo lIW 1 OIIINr1 OmOl111CN 5 /mR0 M MUM AP/mJAL A O mm am a awl LA O .. a m0 OMQO N emmum rlA f ,.a r r rm = WC.tlo ew-cam C.A. m 1. AOWOA WU ?/A IAf Aflll A23% A 04 AID U NM 4 IIt"= AOIE, I M) If AO rI.OI . f1fl M WI W A M AM L l.Ic = MUL Allow O Imw Qa® Alt GW D UAmr L A.Nclfr attimm r. . OW 9 NO ALL I In AD 11 ra fm LAn m W T t *WMW UM M QAWU - M O mom wmvA r.. A/I A m . A01 uou A® . 4 ml WE 11=011M CAK F"20MM MM UM L on" am OAY II w act AO ACM W A Am®1 Lm ISTAU""M LAO W4 a I AM It .O lloo Ann ffWM 1m ML 9j' CEN ate g CRAIC PARRM 6M CR 579 SEFFUM FL MM w wom` t waru M.WhFly1,ii pYplrrlulUro 1$ r I rlrl PRECAST AND PRESTRESSED LINTEL DETAILS ram. .. V ns sAw asow.0 ouu r. Awr wwn . xA M.s mr GENERAL NOTES 1) IdtAft re 4' paned lam - MM pl re C ItIY p ad bdd - owpd re V•d . ]OOD p{' _ imaa 3/° iep yq,e9oY esrmb al.ueey seA. atu) ptr A9Y tl° uU m at alk '19 0 pd marts pa AS111 Q70 4'Da Y s S 2) art. Iran ldde bad as en iulrm 4 loch ow" bndnp. f—A-.ml brbd. bf.A IWa ° In badA ° r' WgUi 3) Parma (d m wr bad and bra/ qnb• 4) iW mods In pffc*Ado bdoabe 0• puaal raOmSr fa V. r 40 GY mMd mWL 12--d- -/ 1 radu Idai Hti (Ai) - IES p'ry 1tLpe 5) a odm met Q w 1a/3d0 as lommmuba¢ea°d 1/1 1 1 Inpu Ib b Salad I. mom ma.Yq tl• RNW R4mq rod. Srdba 160"1 m appSrdlA 6) omr Rld Web r r.Vn& 7) 4• r& Sabb fa W iafakd •/ 4' &Mal'srl WAMM ad Ir &00 lr IN" and rm/ =d roY. W ddmudCM* rd . MNUtw DO dWIVW MY dollop* trod ® reb im mlod1 d m4omm DIM fos d rFped 10)"-Rd IYW 11) 9dbm raw added rebu b W boom d 1W bdwm d 1W tam miy. TYPE OMGNAnON r . mim of Door l a - wmo I we 1 YOIYId04om1216- 2B/2T W ML, lag mau ml tr um vr am ommmeom ca p W tpI= lal K ultbs L9 mm is r lid 11 5 ' AC1Wl 'prA°aq' 12) CA 1r Unbb am mmdodud .9b s-1 bap uk o. at w eam w G.cm" b vu°ml cJ r d4 d 4lbr aI ' rvlaa of Web kAc d i, abdar a Is ffemvy .dL dd 4m. M11" of ahrea q+W Ia aemtdrs VAA AflYupri6Ef)a0 of 090 1-; meWp U) Wb aldw M° i l« nwlwm :.mrtlad IwQnm ,et ° pw4 Appsd "Mcd bad + 4" bwboad boo S ID sdr wl'sd low Soo Imrbom bad 15) 1& MOM% DOI Wipbb .d OOM We a.% bad ba. and bm M4a rbem. 16) For Wd WON ml da.% In .do bW fan nod bnVA WO drm 17) Solo ba& .a arped yrW abrY. bad. 16) sob bob bud a. mlbnd Ordpr WWpb pm AU S30 am AO 314• ' 19) Addiwd kl lw" wdabdrridaresd e•ao.b ntrary utrL (YpGQ .bs• IW idd Sr .bWbe SEE SAFE uTERM LOAD TAMES FOR LOAD RAZING FOR EACH ADDITION& i;;,:`••',ri REINFORCED (RCMU) FULL 1/2' CIA Tip sty, 41) +S RE&R FOR G IWIELS l S REBARFORlYlrtITEL6G. GR40 orGMSAFELOADSFOR 4" SOLID LINTELS 4^--* m GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 1180 4'-0- (481 PRECAST 959 4'-6' (541 PRE= 789 V-10'(701 PRECAST 460 6'-6- (781 PRECAST 360 7'-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6-(1261 PRECAST 116 12UB 4-44M UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y-6' (421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 V-6- (54) PRECAST 529 258 5'-10*(701 PRECAST 407 148 6'-6' (781 PRECAST 366 118 7'-e (9n PRECAST 280 87 9'-4- (1 In PRECAST 187 55 10'-6'(1261 PRECAST 152 43 12FB 12F12 121` 16 r.t:2 ' ye4_ 6U8 6F8 6F126F16 ,. y .5., :ice . .•••<'%• t: il• ' !,r r- , ram^ % 1'• '••1• ~ i•r,t .'' • 4SB g •• 12F28 12F24 12F20 77T' lt: PRmucrmlvlsro ij n,• 4;' -. 0; $'j •Zti: •dlWd'amy tya Niw Uq Flw4b p CFWGPARWNOam CA Ism 4p9t1•tleL • -o p of 8F32 8F28 6F24 6F20 q Tsy oa c» nlml S OF . CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES rtu 11wc b6piS- u 1WllS rar AdRa ASIGI• a„r. IuA C`fi]Ili1 WC ]/f1/m atat9 or 4tW r r1. -RIG A4 a/rds o9tpmS:d0. 111pb SISiI 1 a A LATERAL LOASAFEGRAVITYLOADSFOR6" PRECAST U•LINTELS FORsFPRRECAAST U4_JNTF s SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS W"*N" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U8 6F8-10 6F12-I8 6F16-1 BM-10 6F24-I0 6F28-18 602-10 S-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9367 4'-0' (481 PRECAST 2025 2313 302 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1097 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6' (901 PRECAST 779 883 1459 218E 3151 4524 66U 9357 9'-4' (1121 PRECAST 584 NO 10% 1523 MM 2795 3731 5017 10'-6'(1261 PRECAST 503 565 B95 1270 1706 2236 2898 3747 11-4'(1361 PRECAST 457 513 B05 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2295 14'-O'(1601 PRECAST 351 392 605 835 IOB7 1373 1703 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 119B 1437 B) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCIONS FOR GRADE 40 FIELD ADDED REM SEE GENERA NOTE NO. 4 SAFELOAD PLF LENGTH ___ TYPE 6U8 6F8 RCMU S- 6' (421 PRECAST 587 1055 596 4'- 0' (481 PEW 487 787 445 4'- 6' (541 PRECAST 416 609 344 5'- 10'(707 PRECAST 300 350 198 9- 6' (781 PRECAST 263 496 157 7'- 6' (907 PRECAST 222 367 116 9'- 4- (1121 PRECAST 173 352 74 10'- 6'(1261 PRECAST 151 276 58 11'- 4'(1361 PRECAST 139 311 49 12-- O'(1441 PRECAST 131 277 44 13'- 4' (W) PRECAST 117 223 35 14'- O'(16n PRMkST 111 202 32 17'- 4'(208) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 4mv- w6w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-IT 6F12-1106-11 6F20-11 6F24-11 6F7B-IT 1T S- 6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'- 0' (481 PRECAST 1225 1B00 2357 2913 3470 4027 4583 4'- B' (541 PRECAST 1083 1592 2084 2577 4055 5'- 10'(701 PRECASTJ514 16W 1979 3114 C- 6' (781 PRECAST 1437 1777 14921732J 2797 Y- 6' (901 PRECAST 124 11544 W2431 9'- 4- (1121 PRECAST98D 1252 1972 10'- 6'(1261 PRECAST 787 1121 133 n 1551 1766 11'- 4'(1361 PRECAST 474 404w 85 985 1213 1442 1645 12*- O'(1440) PRECAST 454 367fm 619 0 888 1093 1299 1505 13'- 4'(1601 PRECAST 402 308 516 736 906 1076 14'- W(1687 PRECAST 368 285 475 677 832 989 A27 17'-4'(2081 PRECAST 253 pi 208 33B to 476 585 693 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERA NOTE NM 4 f o l l n.,,• G PAFj'•. BENSNO) anRIMSIDNPROW 44 T QF • l ViC R 1 CFUUO PAI4RIN0 SEE GENERAI. NOTES -SHEET 1 OF 3 •'!r`,rO VAIE;:.,, SEFiT4ERR33584 mu/a Ti.P.EITC•Na44756 eDum. 4°°'"ytNewA E° u Aowa t+n 4f onuan -O oS.°T ftsawksmrotY. Y.Deou-i.ounmn uxwuwft.. CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES t atru''"" i IIIG 3/!1/0.1D4[tl®R CIID tYttO, t - IQ W. /q!/ D4Y i, tlD. pllt! L[R f Of SAFE GRAVITY LOADS FOR 12" PRECAST U.LINTFLLS or-twE111 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE MIS W11-28 1V12-16 12116-2B 1212a2B IM4-28 12I2B-2B 11 _n 3'-8' (421 PRECAST 3428 5000 5838 7619 9352 111060 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 111060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 111060 12755 14430 5'-10'(707 PRECAST 1612 2320 3218 5234 S487 11060 12755 14434 V-6- (781 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 Y-6- (901 PRECAST 1138 I= 2131 1 3218 4676 1 6756 1 9763 1 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 14167 15W 7552 10'-6-(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 I1'-4'(1367 PRECAST 518 945 1162 1649 2216 28W MIS 47464 12'-O'(1441 PRECAST 456 878 1073 1513 2020 2817 3333 420 13'-4-(1607 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0-(1681 PRECAST 321 720 j 865 12D4 1584 2017 2451 310 17'-4'(2087 PRECAST N.R 451p 6310 S81% 1141 14280 175-014 210 19'-4'(2327 PRECAST N R 343,4 477 700 925 11 1380 1609 U) Ia NuuNIC n rwuaI CMOE 40 FQD MM RMML SEE CODA KIM In 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DeeR u.Uh rFL_c SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12m 1w 121614 BhB- 12 W- iVrM- 1LE30- 4'- 4' (527 PRECAST 2538 5468 7561 9640 11669 13679 15679 4'- 6- (54-) PRECAST 2319 r274O 5468 7584 9640 11669 13679 15679 5'- 8' (681 PRECAST 1347 3555 6395 9640 11669 13679 1565'-10'(707 PRECAST 1259 3361 5954 93M 11669 13679 1587 6'- 8' (801 PRECAST 924 1430 2633 4415 7'- 6- (901 PRECAST 703 1203 2157 3494 427, 5417 9'-8' (1161 PRECAST 389 B43 1451 2157 11! — - a— IN /N"NIIIIaC IYQ I ELVA30D FOR MM 40 ROD ADDED WK SEE GEIDAAI ME Ra 4 a W" Y"M SAFE LOAD PLF LENGTH TYPE 12UB 12FB RCMU 3'- 6- (421 PRECAST 1295 4841 393 4'- 0' (467 PRECAST 1295 4841 299k. 4'- 6' (541 PREP 1049 3922 2417 5'- 10'(707 PRECAST 681 2547 155 6'- 6' (767 PRECAST 579 2167 123 Y- 6- (907 PRECAST 474 1771 914- 9'- 4- (1121 PRECAST 355 1326 58 10'- 6'(1267 PRECAST 306 1143 45 l l'-4-(1367 PRECAST 278 1041 38 12'- O'(1447 PRECAST 260 971 34 13'- 4'(1607 PRECAST 229 857 278 14'- O'(1687 PRECAST 216 809 251 17'- 4'(2081 PRESTRESSED N.R. 6 16 19'- 4'(2327 PRESTRESSED N.R. 534 130 1 uu.uw. _11 I. SAFE LATERAL LOADS FOR IY 4'- 4' (527 PRECAST 4'- 6' (541 PRECAST 5'- 8 (681 PRECAST 5'- 16'(707 PRECAST 6'- 8- (B07 PRECAST T- 6- (901 PRECAST 9'- 8- (1161 PRECAST SEE GENERAL NOTES - SHEET 1 OF 3 mmut or , PLF SAFE UPLIFT LOADS FOR 12" PRECAST U.LINTFLS ICIAWOJ Nw SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE W-21 IN12-2112FI6-2112120-2112F24-IT 12M-2T 12F32-21 S- 6' (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 0' (481 PRECAST 2389 3721 4872 6023 7174 B325 9477 4'- 6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'- 10'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'- 6' (781 PRECAST 1444 22 2972 3675 4378 515, 5784 7'- 6- (9D) PRECAST 1267p 1767 3194,. 20600 4417 5028 9'- 4' (1121 PRECAST 1028 1171 200 2590 3583 4079 10'- 6'(126) PRECAST 920 947 1612 2281 3a7g, 2764 209,4 3653 I1'- 4'(1367 PRECAST 858 S29 1404 1982,j 2441 29D2. 3354 12'- 0'(1441 PRECAST 814 751 1269p 178W 220IJ 2616 3032 13'- 4-(16D7 PRECAST 678 633 1057 1485 1826 2169 2513 14'- 0-(1681 PRECAST 622 586 974 1365 1679 1993 2309 17- 4'(2087 PRECAST 434 427 695 B64 1182 1402 1623 19'- 4'(2327 PRECAST 368 370 593 817 1002 1187 1372 VI AIR NW-Na IN IIW JMM N1R MIM NI WMAMM KH CMOE 40 AUD MO MUt SEE CDM 1101 a 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U4jNTELS C/ IseGw SAFE LOAD -POUNDS PER LINEAR FOOT MAJ 14'-4' (527 PRECAST 11626 1 25M 13746 417pd 14'-6- (547 PRECAST 115M 12582 13602 65 5'-8- (681 PRECAST 1210 12042 12&50 55 5'-10'(707 PRECAST 1173 1984,j 2769 17 6'-8' (001 PRECAST 10201 1538 J 2426 91400 7'-6' (901 PRECAST 904 1226J 2163. 1 ( 1161 PRECAST 7030 771 m 1472, IONQRS W MALNOQS AOC PUCOR q[p£VRt Ru E N.o ' _ 4D RUD AM RADA = GEWAL RDR 11a 4 447 PRODUCTRAVISM Amigt lmNo 0 0 03 O' t/ Q 11'P •; ISPAMNO > luboo. w 'o/ 8 OOR1u G,•••• SffF#mit33584 oDmllzle, NA j4H• PLPF-IM Ai0.411a n CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ME MOD ObV7-11 1 MW th 4dR1 IIMYO I suit. 1111 J M IAM I -DADS MUNI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) t 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing•the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reseives the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel- Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the 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 renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H ]my A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMIMA COON Expiration Date: OS/21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast. -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 0610 719 7, revision 9-4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 019 7, signed and sealed by Christopher A. Hamon, P.E. C. • CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, -45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 0612 0195 for pre -.stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11 /13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. PV&y'A. Makar, P.E., M.S. Produettontrol Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cwgt-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. . 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . • None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 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 ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. Y). wze d— y A. Makar, P.E., M.S. Product Control Seetton Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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. 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. A.,Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. ge_ i He A. Makar, P.E., M.S. Product Conttol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. i, _' d. wzz- e —_ HqWA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 e cps- * I+R.T, n ;'-.. y. yzL.Iy3.^- TYPE "A" STIRRUPS S 7J32"0 RAR M 3STIRRUPS e t - B U STIRRUP DETAILS 1 . MA PRESTRESSED 7L3Y0 BA STTIRRUPS TYPE "B" STIRRUPS + n STIRRU &TAILS DATA'TABLE StApNo of 4-8 0.134 U2 1-3 7 S2 OU t4'-I- O '- e IS-4 a140 007 7 32 eAe Ib- 4 _t 0 17 -1 OASO e3! 7 32 ONeAe 1- 4 0 Par 0 le -a 0.7e 1 32 1- 2 04-2 0 ll'-a• 0.U1 757 7 1Ae 16 -0 7/J2 1Ae 21'-r 0 O S•-e 3/4• I0 ZZ'-r 0.2110 elt 7 An sl-r 1 7/32 1A0 11'-Ir e 0 s'-10 3/e 10 l4'- 0211 ees 7 u 1A1 10 7p2 BAe 23•-I0' 6 0 4'-3 1/a• 10 S" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE Ei e•-1• 3-O 4 r-r 1 ie. y_ i ii lost M pia ZMEMm®r=3KTVM9=*1 IDD0 raamln=d rcLl JT,G!II7 y7F5 U ul19L3Io ID" Kzum" K=WV.MAall:aL21J;lR,4ti!',b Run IlJ1111:1rrNI'llMLA DG1lrrun Liam LI0 r3 iit3mr[aft>tr late U-11 Lrn.`P'.T 1 , E=Dlm©nv r I r nK!-r i7 r"rino k 4E17. PRECAST U—LINTEL DATA TABLE v.a-• rr.F rr.r 7 t i FUMM f®ram® ar7nra ILIrimii v4 IE" on o 12113 I K" a IgL!l m U"®"F2 LIME M"' L7 Inc"Uf•LSIr<Eurat uErlimveli" t3cDmrvrrwm KMAU T_mELMFro=11ra!A174L'iT._.1Tr$7 IaaO m1oFl. F"v IE"LUo romVTTTM Urzw=ly i rIMIIIIEC"'Em UM79 GT7©GUM3lr r T"'0nc10 KWArxrm WE=r rr om€F]sr-a rQmr rL mmkrEg= mcsrumimm rTY•o a r trimmf m Tn"EMjrM TM MOPI MUV Mrok"TM IS eOAAM roll PROD= A" OVAL 11 IS PMM7tD A COP7 MOM LAIR Alm CANNOT ¢ XLPBVUM allODUMMI, oneoln TIM PROF WMLN COM M of OATT-Cetm um OIC. 1. KWOK P. sm 7/,II W A31M Ab101 A 04. a Sam 71S Ulm "Mock or Sm "S Apo /e AMU OWL co ASIM MISS 7/19 RIM et01e1® 11 tKgm St UND Ie011 LACK Owom 270III tw-Ip1AU1WM PKD=SM S0AM A37Y MIO. LSD at THE 900pAZZ1111 CA 4 IOL dM01L m M sMaM . 4. 7NM THE f. COMM ftA311o0ro h . 400e rsl !oe .• pOHa m Un HOOK SHM l salm s MLOICY [ or tpRl=L@ LednS' f.. 4We PSI t0e ALL mom a mm 60. 2101' 2a POO ERPOtTse01Of A WILL MMAM 1a6L . Wa A 1N OIfNU0MWrROrmLwITtWJ1[ OIIp plLAatlttMNOOAOLuAND4, elllprDl N7lR[Stm ANNIMmlumtHmroANDpAeoum EmcaLW moDucrnlvlsTa G••EN8' ilwt lca Npllplsl9mE0] C CRAIG PARRIND p h!NAiEN.d FL. P.E. uc. N0.447se um CAST-CRETE 8" LINTEL FABRICATION DETAILS mm I Or SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 4--4--n' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUB7N6••IB ens oe eT12-1B rt16-0 6T16-10 gm -OD 6f20-1D 6a4-m SM-19 6Fse-OB aria-1B SM-a 6F32-11 3'-6' (42) PRECAST 2231 3069 3719 5193 UDI DOS4 0502 10951 3019 4605 6113 T31'1 074 103% 11609 4--0' (48) PRECAST 1966 25SI 2751 lam 4096 5961 7434 3107 2013 46M 6113 7547 e014 10194 11809 4'-6' (54) •PRECAST 1599 128 2110 2931 3753 4570 5400 627E 21" 4335 9113 7517 e672 10294 11800 3'-4' (64) PRECAST 1217 1340 1438 1. 2560 3123 3688 4249 1063 3D90 Ws 7547 7342 a-m 101 5'-10'(70) PRECAST 1062 1103 1173 10.31 2M 250 300! 3470 1461 2622 436071Aa 40MM 7181 AM!i 6' (IB) PRECAST y08 173E 2177 3480 3D31 3707 4393 5011 12n 2177 310D Stu 636o IOW ew 7'- 6' (90) PRECAST 743 1011 1729 28332 2205 2668 3191 3155 1011 1720RUH 3800 66a1 0487 0472 9'- 4' (112) PRECAST 6" 116D Z94 34U 2018 M02 752 124S 2564 3480 4705 BMD 10'- 6'(126) PRECAST 475 ms an 200 mf 2te3 2Su N3 100 2003 2)91 3645 4731 td I1'- 4'(131) PRECAST 362 bee 945 1B41 2423 3127 4006 562 145 1846 2423 3127 4009 1Y- 0-(1M) PRECAST 337 540 W! 1684 2123 2W5 35M 540 on 1254 1694 2193 2WS 13- 4'(160) PRECAST 296 471 m 1075 Hn 153e 2318 2183 471 755 1075U1428 INB 2310 2a63 14'- 0"(I68) PRECAST 279 424 706 IOD2Iw 1127 2610 442 706 1002 16W 2127 2q0 14'- 8' (176) PRESIRESSED NA MR let MR NR MR MR458 7m137022452517Z71215- 4'(184) PRFSI NA MRIreMR MR412 71012502051232D261317'- 4-(208) PRESTRESSED N.R. totM1 1R MR IS No 300 348 41s0 1328 1609 MEOW IV- 4-(232) PRESTRESSED NR, MR MR MR MR NR MR 235 NO 750 1031 1202 1515 1716 21'- 4' (256) PRESTRESSED NA NI IL4 MR MR MR MR IOl 180 340 1 Ste 845 111E A 1359 140 22'- O'(2H)PRESTRESSED NR. MR MR MR MR MR MR IRS 315 sm 1067 1285 1390 24'- O' (288) PRESIRCMD NIL MR In MR TJ MR NR DO 1n 250 450 eu 1 Sam Im U) THE NU6GERS IN PAAD8HE515 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REPR SEE GENERAL NOTE la 4 ON SHEET 3 OF 1 GENERAL NOTES - OF SAFE LATERAL LOADS FOR P 00CP"CT G DDQ0TDCQQC9 I LI IIMCI 0 m. SAFE LOAD PLF LENGTH TYPE 8U8 8F8 R 4 3'- 6' (42)• PRECAST 1025 102E 1598 4-- 0- (48) PRECAST 765 763 1309 4'- 6' .(54) PRECAST 592 591 1073 5- 4' (64') PRECAST 411 411 745 5'-) 0'(70) PRECAST 340 339 616 6-- 8' (78) PRECAST 507 721 490 7'- 6' (10) PRECAST 424 534 363 9'- 4- (112) PRECAST 326 • 512 230 10-- 6'(1261 PRECAST 284 401 180 I I'-4' (136) PRECAST 260 452 154 12'- O'(144) PRECAST 244 402 137 W- 4- (1601 PRECAST 217 324 1 110 14-- 0"(168') PRECAST 205 293 100 14'- 8' (178') PRESTRESSED N.R. 2$4 91 15- 4-(184) PRESIRESSED N.R. 259 83 17- 4"(206) PRESTRESSED N.R. 194 64 19'- 4'(MI PRESIRESSEO N.R- 148 52 21- 4'(256) PRESTRESSED N.R. 125 42 221- 0'(264) PRESTRESSED N.R. 116 40 24'- 4Y (280) PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST i PRESTRESSED U-LINTELS cgsi4etnB VSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH erB- n US- 21 912- 11 EF12- 21 entil 8116- 21 IM- 11 I U20- 21 OF24- IT U24- 71 SETS- 17 HU- 21 IF32- 31 8111- 21 3'- 6' (IZ7 PRECAST 1569 265S 4 4394 6b1 61M 74g) 1569 26SS 3W4 43u sm 6132 7001 4'- 0' (48) PRECAST 1393 2305 Ww 3e13 45M sm Gm 13U 23M 3060 3915 4570 Sib 6079 4-- 6' (54) PRECAST 1207 2040 27W 3M8 4D13 4711 S372 1207 2040 27W 3A5 400 4711 5379 5'- 4' (64') PRECAST to11 171 2271 3301 3061 4522 1010 1715 1 2276 24111 1 3399 3961 1 On 5'- 10'(70) PRECAST BOB 1567 2593 3107 361D 4131 in 156E I 2000 2507 1 3107 1 3020 4133 6•- 6- M PRECASI 835 U IUD. 2329gid 7111O.J 3251 3712 eb 14111 IM 2320 ZND 3251 3712 7 - 6' (90) PRECAST m t 162E 2023 2426 IBT7 322e m1224 1924 m25 2420 2627 Mm 9.- 4- (11) PRECAST Sal 708 1136 u74 1615 2157 25OD 591 eu R9 160 7951 770E 2919 10-6•( 1i6 PRiG4il SM S75 Olf 1160 1461 IA6 mlt 530 60S inxi 14n im 255 2341 11'-4- 139) PRECAST 474 504 900 1037 IV lass l7'b7 494 607 1042 Un od 1043 W 101504 21M 12'-O'( 144) PRECAST 470 458 n4 on1153 1360 ism 470 550 940m WhAl 150A 1818M 21115 13--4'( 160) PRECAST 4U 306 607 7W 964 1143 1313C. 120 • 4W 700 a 1159ba 141sts Iss3m ia"j. 14'-D'( 168) PRECAST 364 358 580 724 1S9 104 1220 410 425 7170 10113A L351nj 1581m 1607 cm 14'-8'( 176) PRESTRESSED 239 246 334 tm a$ 520 g 931 672 W m Dal 115 111 w3m 971 m Isletz 131 173E hal 15'-4'( 1S4) PRESTRESSED 224 313a 486 a S27 m Oil a 1064 230 39 616 0 DOD 120m, 14M Ism 17-4'( 208) PRESTRESSED 1M 1" 1 308 400," 1On so 740 iSa rA NOW 75S 1271 673 1473 IT- 4-( 232) PRESTRESSED 42 22a M 617 647 747 169 263 429 a 623 41 ISMH 1217 21'-4•( 256) PRESTRESSED t42 W4 30) 303 45D 56b 65S 42 tM 13 sa7 721 906 1048 22'-0-( 264) PRESTRESSED 137 t9J 216 379 462 546 S70 137 223 35B 13 659 S6! fW9 24'-D'( 188) PRESTRESSED 124 t70 m 342 410 492 567 1N mt 31! Ass 75f m SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. U)4 1y ylddyy wRA Mr 1741106 :,, •' CEN • • ,' gByy oZ o *: 0 TE Afiv, li 4 1n '•- AN RA G 4fi EW> ARE PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTE NO. 4 ON S11EET 3 OF 3. PRODucriti suD i °D 0134y w0A 400 FIo114a 11uRdiiQ 43> C KtOtu l4o 0 oZ CMPARRR40 6324CA679 M SEFFNM FL 3368E y" FL P. E LIC. N0.44756 8" LINTEL FABRICATION DETAILS f00 slan 2 01 3 r- SAFE GRAVITY LOADS FOR r PRECAST wl 2" RECESS DOOR U-UNTELS idtm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRU6 e616-o0 6A14-0 et4-le•o9 lilln e1071-Oe MMI- oerb-le EeA10-10 eRF14-le eRFle-u Mn-19 eWU-lee 30O 4'-4- (52-) PRECAST 1615 1749 1355 32e0 4340 5421 6423 7567 te91 3699 5M 030 ww 9479 10e93 4'-6(541 PRECAST 149417 1599 363 2992 396e 4946 524 SM 369 50 6109 6060 849 1061 s'(68' PRECAST 866 0 177D 1716 227 26 3402 36 1 24e1 1 4567 9 l0ft 7217M 9311 S-10"(70'} PRECAST 810 M 1633 1600 2124 2649 3174 3700 7113 2]42 4M2 6519 e060 7402 8708tj C-B" (8D7 PRECAST 797 901 IM 312D 604e 7747 9448 7360 901 105 312D NO 7915 9479 1 7'-6- (90) PRECAST y 7ss 149 22459 3776 755 1420 2459 3779 1167 PRECAST 411 455 9" 156e 2233 Ms2699915602253 U) THE NUMBERS IN PARDMIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GENERAL NOTES 1);w h r pc•d kW . 4om Pd kch fe ,rebored W - SM Pa f v.r - Mipr d , Ti KiN.m ad as CAP TWO pd rew 6u AT9l uuppeeff M 6oMWAdModMQ70Tpu -eiGede 270 M nYsFd N ab bd 1 Ie b•sd a ddm= 4 9.b oared b Mo. L=IM Sab bets tr Eob ee b Ile R M 3) 1ledds PA cuter 1d ad hd pea n The RRRA.40 n b pu0 eb 6 "n W PWIK sssl r- Iseynh40Omadbeseta. fsmltc r-r ttdd efs7-16 ay •may teed - 1412 0 dp NJ=, dd ba iR 17-4- •ed bow Mub w emsb 1 ddbc0o oe sd6 qt coft lissims 10 W Il.bo 9 q am. aw Odds a twatt 7) O . h nbe eq It. edMM 1. Aso 13 rtDma q 9reuly% d MW eel M* IQ U. snli lain 6) tb d.*w ear enbsb «x.*.0 bsA tee U. e•% bd IWn by extW N 0e salon Mkft creed and show d d-drp JAMOe bar ssgeL l0) RA - Rd eana 11) 00120 OW ad4s1 Ida b lost at U. bwwe r Os Idd V*. SAFE LATERAL LOADS FOR 8- PRECAST 14r RECESS DOOR U4.INTELS 4~r SAFE LOAD PLF LENGTH TYPE BRU6 8RF6 RCMU 4'-4- (521 PRECAST 758 757 1164 4'-6" (541 PRECAST 694 693 1073 5'-r (On PRECAST 408 407 655 V-10' (707 PRECAST 382 381 616 V-8- (80r) PRECAST 595 788 464 T-6- (901 PRECAST 509 674 363 9'-8- (116) PRECAST 370 990 214 6 SEE GENERAL NOTE 19 12) $vowed idrlRyp aN ddr. r IM mb u mo.Mb I3)1b kf .Asn d W& b"M b sdeb •elraels ab ud be aoofp r N® i. enadles s9A ASIY P926 49Read er6+ 14) Wlds btld .lmgene4 sip srs9ed t eA w Epp ssr IrA.dd (MM bde e1eM b ahead br 0e s.oAbed boep AL l6 fo)dsl quNea A*w sn6d bd Awed bdeald Ier1 S s ru9eC low , Sob 6mm.dd bed S IA 15) Poe ampolu bra bt*b m1 store, ee sea bm Rao ad W bftm 4b1A 16) rw Wd IRMUs .d ons, Ns sde bed be ad betel 6mIL1 C L In SA look an u7elmpssd dlmtb bsda 16) Sob lode 6md se nWW Orq• a.* W 6 0p51 add AU Su K) RAW." ere.ls sati IIlj ran 9r 6dd 5a cddfu d SEE SAFE IAIM LOAD UBIES FOR WO RATING FOR EACH AMMNAL REINFORCED CIN (RMM FULL COURSE 1/2 CUT TYP 6640 at CR60 SAFE UPLIFT LOADS FOR 8" PRECASTwl 2" RECESS DOOR U-LINTELS 4 wsn' 6m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6RF8-lT WI0-1 6Ana1 6+Ifle-1 seen-ii an6-1 so-ii w8-2r 6W1r216Rns- FrF72- 9Rn6-21 W301-21 A'-4" (52-) PRECAST ws u12 305e 37SI 440 5140 cos 2s6y 3ase AS+ M1s S14o 4'-6- (54") PRECAST ep 2272 2936 3607 4275 4943 O67 R12.19 2272 2939 3807 42n 4943 5'-8" (66' PRECAST 6761727 232e lest 322 3911 e73 1797 2326 2e54 3362 3911 5•-10'(701 PRECAST kLs 117,111 2259 2773 3Mr 2799 96 1233 1 1740 1 22% 2713 37De 2722 6'-B" (80) PRECAST 570 929 1530 INN 2VVV 3=0 570 IOeO 1S10 19e0 2429 2620 3329 7'-6- (90") PRECAST we 742 131N 1765 21166cs 2517at 296e 506 e9e 1364 I7ts 2166 2567 2960 9' 8 (1167 PRECAST 395 22127. u0140o135Millteo O 3o1 1) THE NUMBERS IN PARENTHESES ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 TYPE DESIGNATION 9!!@ 9E8 E]2 f - IN701Im1 amyl / u - mum F •• o19Y9rr 1r Is 1ueA6 u IWIOY OF UOR WOi N , I ox0) IMD cirm i•- is •:: A cm 67A7111V-15 MU AT == a ISM am @E 2 441• ss•` yt". ._ MM Bumvc s am I. nwn v wa rw-- TY7ea) H40bucrR&NHWEp 6elstitb 150 F1Ridt xe = e 24..3: CRAIO PARR940 8324 CR579 SEFFNER.FL 83594 PRODLX7 RRVISRU a MOORS biw N1t Fbtfa floiidin6 Oo,b Agw"4Wabw°aobI oZ l6 norm; ta 3 rr i t.^n r;ml rkri r nra: riles>srari.nl r.ler Fr l:r46: , :. F DETAILS nra r4 sra: rer ra:7.11rRM r zv 3r: 1:r,LlTreraal:ra- i7AY//-tl I. 4 rs1.r81:11:7,I;la'll•11eL' WAWFAC9 ' VF CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 Application No: Documented Construction Value: S 54q Y Historic District: Yes No 9 Job Address: 39 8 L!'!cJ bt US-1c n Residential [3 Commercial Parcel ID: of Work: New © Addition Alteration Repair Demo Change of Use Move Type Description of Work: Title: Plan Review Contact Person: (c +5 5'-r LA-4 Phone: Fax: L...a... Property Owner Information Phone: Name Resident of property? Street: City, State Zip: Contractor Information Name R S Itae (t_zvv.bi Phone: b - Z4 3 - 3 3 36-.i-,r - c== i2 Fax: Vo-4 Street: 0122 I - 2 0' tiF I t City, State Zip:A 2'4 State License No.: '`-C o Architect/Engineer Information Phone: Name: Fax: Street: E-mail: City, St, Zip: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURENT[TS O YOUR PROPERTY OFCOMMENCEMENT NOTICE OF COMMENCEMENT MUST BE SULT IN YOUR PAYING TWICE FOR IMPROVE RECORDED AND POSTED ON YOUR LENDER OR BEFORE AN ATTORNEY BEFOREORECORDING OUR NOTICE TAIN OF FINANCING, CONSULT WITH COMMENCEMENT. d. I certify ation has Application is hereby made to obtain a rnt itiat d d U wutkk will be performedto lations as meet standards of a llaws regulating cot noworkornstruction commenced commenced prior to the issuance of a p signs, wells, Pools, in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, 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: 51° Edition (2014) Florida Building Code Permit Application revised: June 30.20B 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 1-will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print OwnedAgent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date VLCX 7 Print Contractor/Agent's N Signaame of Notary -State of Florida Date PAT SI t MY CORM ISSION FF 12M EXPIRES: Ategust 25.2018 n. Bonded 7hm Notary Pubtle UWenPdea w-wa..r 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: Min. Occupancy Load: Flood Zone: of Stories: New Construction:. Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTELITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 507 State Road 52 123 Miller Road' 9701 Bachman Road Established 1973 FL 33594 Orlando, FL 32824 www.RJVJelty.comi6oludson, FL 34669 Valdoo, 407-855-2636 State Ucense 9 CF-0O20 2 27.863-5486 813-661-0707 I i?.J. KiELTY Page: 101, 1 Proposal No: 717-13524 PLUMBING • HEATING • COOLING Proposal Date: 712612017 3repared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Atlantis - 1200 Lake Mary FL 32746 No Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 400,6 Rough In 3001a Top Out 30% Finish. NET 10 Days kit materials guaranteed to be as speed. All work to be completed In a workman like manner according to standard practices. Any alteration or deviationutedonlyuponwrittenorders, and will become an extra charge over and above the estimate. Allfromspecificationsbelowinvolvingextracostswill agreements contingent upon stokes, ac elde r del nd our ooDcarryare. tornado, and other necessary Insurance. Our workers are covered by workers compensation Ins e. Lj ((/ fully AUTHORIZED SIGNATURE: THIS PR POSAL MA'V BE WITHDRAWN IF NOT ACCEPTED IN 30 0 MS. We hereby submit specifi lions and estimates for. Nester Bath 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder Wilh Moen Chateau 64926 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav • By Builder With Moen Chateau,64925 Chrome *Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up 1. 41111109 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Baddlow, Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot MY Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJIQ - Notice of Uen Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The aboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made Intheeventoflegalaction. A monthly service charge of 1 1l2'/o will be added after as 0 outlined above. I agree to pay reasonable attorneys fees court costs days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: DATE OF ACCEPTANCE & PAGE 2: I .— ----. CJ.. a... 1 ems. CA71 nelu• 7107/9n17 OI YI {.11. IIYYDV.. -'./. ram•. ) 9 C10 WYNDHAM PRESERVE - LOT 67 SPECIFIC PURPOSE SURVEY FORMBOARD) 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. 62 1.1 1 er(Y 4 -A I-3N WYNDHAM PRESERVE LOT 67 PB 81, PG 93) LOT 66 19.03' in in C3 O r--_-_---------------------------------- 130.2. .------------ 30.2' 1 STORY RESIDENCE 3978 NIGHT HERON DRIVE 1827 FIREFLY ELEVATION - U GARAGE -LEFT FORM 30ARD FFE= 25.24 LOT 67 AREA = 7,141 S.F. t 63.5 0 0 N t __---_-__-___ zl_ c Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, or Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' rcr —rove cqui menc LEGENDADUSSD-A :ccess/Oroinage/UUliUes/SidewalkLB -Licensed usiness BFP-Backflow Preventer Si ht Distance Easement9 Survey PRM-Permanent Ref. Monument Reported PCP -Permanent Control Point DescriptionUR FP&L-Florida Power do Light Plat FFE-Finish Floor Elevation 0-Deed Book Water Meter O.R.-Official Records Book N-Water Valve P.B. -Plat Book t:r-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCC4-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk ID -Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet Guy Pole GTI -Grote Top Inlet Light Pole P.U.E.-Public Utility Easement t--Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL do DISK CVD4-Irrigation Control Valve P.K.-Parker Kolon Nall I' -Sign SIR -Set 1 /2' Iron Rod LB7768 WD4-Gate Water Valve SPKD -Set P.K. dr Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 1r -Existing Grade FlP -Found 1/2' Iron Pipe LB7768 a -Blow-off Valve FPKD -Found P.K. Nail do Disk L87768 --Drainage Flow Direction FCM -Found 4"x4' Concrete 10.0 -Proposed Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. 119.03' ' S89'43 LOT 68 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been 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 do finished floor elevations shown hereon are from the construction plan for *WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 4 i G W zoo yNo m t 0 o ) a v c c a o-0 m Z '6 ova' rc CO yN Mc 3. awW WrAa N 0 0.000 N u P'I W U CA Tl*" PCP 25.0' W U a] /o: IaU } Q co o z3 Q O L_ A laoi w of 3 a. o 0 IZ LOT AREA CALCULATIONS LOT 7.141 SQ.FT. LIVING AREA= 1.909 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 41.6 9 SOD = 4.168 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA = 8.641 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 377 SQ.FT. SOD = 4,414 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone X" 5. This Specific Purpose Survey is for the location and elevation of the fornboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 67, according to the plat SURVEY) of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records, Seminole County, Florida aiThiscertifiesthatasurveyofthehereondescribedpropertyMai Wi, FIL y Place, Suite 109 NOS made under my supervision and meets the Standards of Maitland, FL 32751 Practice set forth by the Florida Board of Professional Phone: (321) 270-0440 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Fax: (813) 248-2266 code, pursuant to Section 472.027. Florida Statutes. Licensed Business NO. LB 7768 GeoPoint Surveying, Inc. ames D. Leviner LS691Orawn: MTP Checked:JDL P.C.: Data File:tiriswnEast-Plat FLORIDA PROFESSIONAL SURVEYOR dr MAPPER NO . ..............5. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 12/27/.17 Owg: ermonfmt-Lot67 Order No.: ^ WSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT j / ; j- i,, ) - - -.c-ti LL; {' PROCTOR I iiSPECIFCCATION: CONTRACTOR 5' .- 1 `) b` r c "` OPTIMUM MOISTURE: ' % REPORTED TO: MAXIMUM DRY DENSITY: ! ? LOCATION: MATERIAL: ' DATE TESTED:' U — MAX DRY DENSITY Ib& cu. ft. PERCENT OF MAX. DENSITY MOISTURE. PERCENT LOCATION DEPTH INCHES DRY DENSITY lbs. cu. ft. 1 r- L - 1 i z i J 4•r Z n 1V I&Z Z 7 it 3 Submitted by, COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 BUILDING APPLICATION #: 17-10000864 BUILDING PERMIT NUMBER: 17-10000864 DATE: November 27, 2017 ZJaL4Co UNIT ADDRESS: NIGHT HERON DR 3978 17-20-31-502-0000-0670 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISE LLC ADDRESS: 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3978 NIGHT HERON DRIVE [ WYNDHAM PRESERVE LOT 67 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD SSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/ LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: 74_[ (1 r ArV_ (y W'tIGRATURE : PLEASE PRIO NAME) L L` I I V DATE: T NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSFF]] SEMINOLE COOUNNTYNS AREIROADTHFIRE/RESICUEA LIBRARY AND/OREMENT OFEESEDUCATIONNAALL THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVEBUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH]k REQUEST FAR RRVTRW urrias Ur KULt:S WVERNING APPEALS MAY BE PICKED UP OR RE UESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER` AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Job Address: 3978 Night Heron Dr Parcel ID: 17-20-3;1-502-0000-0670 t - IL I b CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 19^ J 1 1 Documented Construction Value: $ 4,462.00 Historic District: Yes No Residential X Commercial Type of Work: N i X Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: aoosenwinkel@energyair.com IProperty Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 IContractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 I Street: 5401 Enegry Air Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: I E-mail: Bonding Company: Mortgage Lender: Address: I Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORI IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 1 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 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 aqd zoning. Signature of Owncr/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 1/2118 Signature of Contract/Agent- Date Robert Kulp n onttactor/Agent's am 18 Sleature of Notary -State of Florida Date tNotarytate of fWridesenwinkelnGG14703002t Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER i^K 41* 'AAA !A Date: 8/2/2017 144679 Subdivision Phase Bld UU Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 10671 3978 Night Heron DrADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/ZIP: Lake Mary. FL 32746 City / State / Zip 1827 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaccJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency A/H-3 or Furnace A/H-4 or Furnac( MUST BE ACCURATE AND COMP Heater or Coil Heater or Coil Bldg. Permit# Township: Sanford CU-3 T"Stat: Filter Base CU-4 T'Stat: Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficiency Zoning Brand: Honeywell/Johnstone Vent. Damper Y81SOA1017 oty 1EAIPullsPermit: yes Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Jf# Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returr 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Ducl X Heat Recovery: X fan 80 cfm BF080 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description 03-Fabrication Labor Hours Cost 2.20 27.72 Rou hin 2196.00 21.78 326.7004-Installation Labor 6.75 114.75 Trim 2.196.0006-Piping Labor 14-Kitchen Vent Trim 1.103.0802-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 1 80.0009-Permit/Other 1.23 15.54011-Delivery Labor 20-Pull Material Labor 2.47 31.07 Total Contract: 4 462.00 2.50 42.5012-StartupLabor 0Ot Job M Starlight - Wyndham Preserve Performed for. Lot 67 - 1827 UL Sanford, F132773 Level 1 Energy Air, Inc 6401 EnergyAlr, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" = 17 Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017Jun-16 15*52:27 am Preservekt of 87 -1827 UL.ruP e L CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S _ 43 ajr Job Address: 3 I I 4ah-Iefv, J 1'. Parcel ID: Historic District: Yes No Residentiakq Commercial Type of Work: New Additio El Alteration Re air Demop El Change of Use Move Description of Work: Plan Review Contact Person: Phone: Title: Fax: Email: Property Owner Information Name, Phone: 4C 'i `7-3 t77i-Y-) Street: ) W a , / 7 Resident of property? ; ( City, State Zip: Contractor Information Name I ' ,7 + Phone: `7 L4-111Street: '7 r1 ) n C State Zip: Q Fax: 7 - /ACity, 1n 7q clN / State License No.: 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAFINANCING, CONSULT WITH YOUR NLENDERORANATTORNEYBEFORERECORDINGYOURNOTICE I COMMENCEMENT.OF Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application Ail NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there maybe additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of (Tuner/Agent Date Print thvner/Age I a Name Signature of NotaryState of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Offfl-WAS.nt l,al,7 Date P nt Contractor/Agent's Name Signature J 7ofA'oury.State of Florida Date PAMELASTERNUS f Corntrdssron # GG 110622 19 OF Expires August 7, 2021 FLO 6awa tt ns "et rtmary 8enias Contractor/Agent is Personally Known to Me or Produced1D ypc of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical E] MechanicalEl Plumbing[] GaSE] 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 0 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: Revised: June 30, 2015 ENGINEERING: FIRE: BUILDING: Permit Application 67T_ Revision Response to Comments Permit # T Project Address: Contact:7- ,49 M aw City of Sanford Building & Fire Prevention Division Ph: 407:688:5150 , Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax: Email:As 1*5U V_w • C l' Trades en mpassed in revision: General description of revision: • Building -- eS S { cP .-)L&zy Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building SIF 3. l-too 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: WP0078 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP067 Model: 1827 Tampa, Fl-33610-4115 Lot/Block: 67 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date 1 IT12907788IA01 1/9/18 12 I T 12907789 I A02 11 /9/18 13 I T1290779O I A03 11/9/18 14 I T12907791 I A04 11/9/18 I 15 I T12907792 I A05 1 1/9/18 1 16 1 T129077931 A06 1/9/18 1 17 I T12907794 I A07 11/9/18 18 I T12907795 I A08 11/9/18 1 19 I T129077961 A09 11/9/18 1 110 I T129077971 A10 11/9/18 1 Ill IT129077981 B01 11/9/18 112 IT129077991 Bo2 11/9/18 1 113 I T129078001 CJ1 11/9/18 1 114 1 T12907801 1 CJ3 11/9/18 1 115 1 T129078021 CJ5 11/9/18 1 16 IT129078031EJ7 1/9/18 117 1 T1 2907804 1 HJ7 11/9/18 1 REVISION 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. 7-3194 u-o Nc Ir SA ORD A;(f(b ARTM 1tr,t,11111111i11 IF R P. No 2 9 10 7' V: ATE O F 4/ i d'S+'ON A' e, 1. st Walter P. Rnn PE No.22839 MRak USA, Inc. R . Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: January 9,2018 Finn, Walter 1 of 1 Job I ruse css ype y T129O7788 WP0078 A01 I.IP-GIROEA 1 2 Job Reference (optional) tlaxaen FlralbOUfOe, r 8a4o. rani sty, ranaa :fawe i ow s Aug ro ev r r mu ex mvusures, inc. r ue aan vv w— w ev ao rage i ID:rbOYL3Jo I CV 1 U I FgSJd63xypdA?-StHPUNpHFzSOpcdYS4TOwZYuxW e8Fw6aw5bisGzxean 14 4.2.6 7.0-0 133.14 19.6-0 25.8.2 32.0-0 34.9.10 39-0-0 40-0 0 4.2 6 2-9.10 6.3.14 6.2.2 6.2.2 6.3.14 2.9-10 4.2-6 1-0 Scale = 1:68.5 2x4 11 5.00 FIT 5x6 = 3x8 = 3x6 = 3x8 = 5x6 = 4 20 21 5 22 23 6 724 25 26 a 27 28 9 b- qq Wws 6 4 4x6 = 19 29 30 18 17 31 32 16 33 34 35 36 1s 14 37 38 13 4x6 = LOADING (psi) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 Sx8 = 6xe = 2x4 11 SPACING- 2.0.0 CSI. Plate Grip DOL 1.25 TC 1.00 Lumber DOL 1.25 BC 0.94 Rep Stress Incr NO We 0.73 Code FBC2014lrP12007 Matrix) REACTIONS. (lb/size) 2=2942/0.8.0, 11=2941/0-8.0 Max Horz 2=46(LC 12) Max Uplift2= 983(LC 4), 11=-983(LC 5) Sxe = 20 II 6x8 = DEFL. in (loc) Vdefl L/d Vert(LL) -0.49 16 >931 240 Vert(TL) -1.14 16 >405 180 Horz(TL) 0.20 11 n/a rVa Sx8 = PLATES GRIP MT20 244/190 Weight: 441 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6640/2219, 3-4=-6621/2247, 4-20=-6209/2126, 20-21=-6208/2126, 5-21= 620812i26, 5.22=-10532/3593, 22-23=-10532/3593, 6-23=-1053213593, 6-7_ 10532/3593. 7.24=-10532/3593, 24. 25=-10532/3593, 25.26=-10532/3593, 8.26=-10532/3593, 8-27=-6206/2124, 27- 28=-6206/2124, 9.28=-6206/2124, 9-10=-6618/2245, 10-11=-6636/2217 BOT CHORD 2-19=-1974/ 6017, 19-29=-3165/9503, 29-30=-3165/9503, 18.30=-3165/9503, 17.18— 3165/9503, 17- 31=-3165 9503, 31.32=-3165/9503, 32-33=-3165/9503, 16-33=-3165/9503, 16. 34_ 3163/9496, 34-35=-3163/9496, 35-36=-3163/9496, 15.36=-3163/9496, 14. 15=-3163/9496, 14.37=-3163/9496, 37-38=-3163(9496, 13-38=-3163/9496, 11- 13=-1982/6014 WEBS 3.19_ 139/263, 4-19=-531/1999, 5-19=-3669/1256, 5-17=0/527, 5-16=-373/1169, 7-16=-683/426, 8- 16=-378/1177, 8-15=0/527, 8-13=-3664/1253, 9.13=-530/1996, 10-13— 140/264 NOTES- ( 11) 1) 2-ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 20 - 1 row at 0.7.0 oc Bottom chords connected as follows, 2x6.2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL--4.2psf; BCDL=3.Opsf: h=15ft; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope); Lumber DOL= 1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. rint@d copies Of this document are 7) ' This truss has beendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide II p fit between the bottom chord and any other members. not Considered Signed and Sealed and 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 983 lb uplift at joint 2 and 983 lb uplift atthe Signature must be verified On joint 11. any electronic copies 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Continued on Daae 2 0 WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED Nn'EK REFERANCE PAGE NO-7473 rev. 1403MIS BEFORE USE. Design valid for trse only vAth NUfeW connectors. Ms design 8 Listed only upon latamelers shown. and Is lot an individual lxAdl ng component. not a funs system. Before use, the bAolng designer must verity the alKxkat)lIty or design Mouteters and properly I ncarwralo this design Into Ito overall building design. Bracing kndtcaled Is to revent buckling of l ndWLKd truss web and/or chord meu nbets only. Adalltonal temporary and petrnanent Ixactn(g MOW 6 always reoUred lot slotAlly and to Ixovent collapse wllh IwssUe personal k*ay and property danoge. For general guidance regrading the fabncallon, storage. delivery. erection and bracOq of mares and truss sysl yns. seoANSI/TP1I Quality Criteria. DSO-89 and BCSI Wilding Component 6904 Parke East Blvd. Safety Information avalk:M0 from Trim Plate InsdRde. 218 N Lee Sheet, SUIe 312. Alexandria. VA 2'1314. Tanga, FL 33610 Job I russ russ ype Y T12907788 wP0078 A01 HIP GIRDER' I 1 nG Job Reference (optional) 9udda0 Frrstsource. Tarnpa, Plant coy. Home 33666 i oeu s Aug ro zu r r Mm as mausums, in, v ue van ue vs 4vi aye a ID:rbOYL3Jo1CV1UIFgSJd63xypdA?-StHPUNpHFzBOpcdYS4TOw2YuxWeBFw6aw5bpsGzxBGR NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 203 lb up at 7.0.0, 105 lb down and 107 lb up at 9.0.12, 105 Ib down and l07 Ib up at 11-0.12, 105 Ib down and 107 Ib up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17.0-12, 105 lb down and 107 Ib up at 19-0-12, 105 lb down and 107 lb up at 19.11-4, 105lb down and 107 lb up at 21-11-4, 105lb down and 107 lb up at 23-11-4, 105 lb down and 107 lb up at 25-11-4. 105 lb down and 107 lb up at 27.11.4, and 105 lb down and 107 lb up at 29-11-4, and 203 lb down and 203 lb up at 32-0-0 on lop chord, and 317 lb down and 109 lb up at 7-0-0, 81 lb down at 9-0.12, 81 Ib down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 19.11.4, 81 lb down at 21-11.4, 81 lb down at 23-11-4, 81 lb down at 25-11-4, 81 lb down at 27-11-4, and 81 lb down at 29-11.4, and 317lb down and 109lb up at 31.11.4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 4=-156(B)6=-105(B)9=-156(8)19=-317(B)5=-105(8)17_ 58(8)15=-58(B)8=-105(8)13_ 317(B)20— 105(8)21=-105(8)22=-105(8)23=-105(8)24_ 105(B) 25=-105(B) 26=-105(B) 27=-105(8) 28=-105(B) 29=-58(8) 30=-58(B) 31=-58(B)32=-58(8) 33=-58(8) 34=-58(8)35=-58(B)36=-58(8)37=-58(8) 38=-58(B) 0 WARNING - Vedry desgn peremetan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7479 rov. I&W/201S BEFORE USE Design %dld for use only with MIIelt® connectors. Blls do4n Is based orgy upon pararnelors shown. and Is for an lndl%4dtjc l "cling component, not a Russ system. Before use. the, bu0arlg deskiner must verity the aUpllcoIAlly of design patameters and property incorporate this design Into Ine overall bu1cflrsd design bacing lrkWwfed is to twclding of hdivicitrd Imes web and/or chord members orgy. Ack111lonal temporary (nd pefrnanenl brcr-ing MiTek' prevent Is alwoys regaled for stability and to prevent collapse With possible personal "and property damage. For general guidance regasdhlg the 6904 Padre East Blvd. ki rlcatbn, storage. delivery, esection and bracRtg of Inrsses and Irtm systems, soeANSI/IPI I Quality Cdteda, DSB-89 and SCSI SulWtng Component Tampa, FL 33610SafetyInformationervcadblefromInns, Nate InSBmdo. 218 N Lee Street. Stale 312. Arexrnxirkx VA 22314. Job I ruse Truss Type ty T12907789 WP0078 A02 Hip 1 1 Job Reference(optional) udders FastSoutce, Ton". Plant City. Florida 33566 7 640 a Aug 16 2017 MTek InduSntes. Inc Tee Jan 09 09:44:51 2018 Page I ID•rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA9-w3roilgvOHJFRmCIOn_FTn551 wze_NAk91KGPIzx8GO 1-0 4.8.14 9-0-0 I609 22.11.7 30.0-0 34-2.2 39.0.0 40-0 4.9.14 4.2.2 7.0.8 6-10.13 7-0.9 4.2.2 ' 4.9.14 1-0 Sx6 = 5.00 12 3x8 = 3x6 = 20 II 5x8 = Scale . 1:68.8 2X4 2x4 i 3 9 2 t0 3x6 = 17 16 3x8 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCOL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP No.2 *Except* 6-8: 20 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0.8-0 Max Horz2=58(LC 16) Max Upl1112=-41 1 (LC 8). 10=-411(LC 9) 15 14 13 12 2x4 II Sx8 = 4X = 30 = CSI. DEFL. in (loc) Vdefl Ud PLATES TC 0.85 Vert(LL) 0.3414-15 >999 240 MT20 BC 0.99 Vefl(TL) 0.8414-15 >548 180 MT20HS WB 0.75 Horz(TL) 0.23 10 rVa rVa Matrix) Weight: 190 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row atmidpt 5.17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3008/1786, 3-4=-2802/1628, 4-5=-2576/1566, 5-6=-3527/2115, 6-7=-3527/2115, 7.8=-3527/2115, 8-9=-2802/1628, 9.10=-3009/1787 BOT CHORD 2-17=-1520/2707, 16-17=-1867/3526, 15-16=-1867/3526, 14-15=-1867/3526, 13-14=-1307/2555, 12.13- 1307/2555, 10-12=-1537/2708 WEBS 3.17=-181/253, 4.17=-358l765, 5.17=-1170/634, 5.15=0/261, 7-14=-397/344, 8.14=-643/1191, 8-12=-56/353, 9-12=-183/254 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf, h=15tt; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Exterior(2) zone;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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noreconcurrent 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 beating plate capable of withstanding 411 lb uplift at joint 2 and 411 lb uplift at joint 10. 8) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 36 = GRIP 244/190 187/143 11 J ig FT = 2040 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING . Vedly dedgn perameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Ma74" rev! 1003MIS BEFORE USE Design, valid for use oNy wtih Mllek®conreclots. Ills design islxlsed only upon paanlelen shown. and is la an trx9NW ral lxAdlnO component, nor a Itusa systum. Belau use. the txdlc lug design rxsdesignermustverilytheaprAll-atAlly of desianelers and propedy Incorporale this design Into the over,. buildreg design Bracing Indicated Is to buckling of Individual Inns web and/a chord members only. Ac"llorxl temporary and permanent lxaci ng M iTek' prevent is dways required for slab9lty and to Ixevent collgx a wtm txxsUo petson l Irtkay and Ixoparly damage. ra genera guludance reWdIng the 6904 Parke East Blvd. labrtcallen storage, delivery, election and bracing of Irtmes and Items systems. xWeANSIMI I Quality Criteria, DSB-89 and SCSI Building Component Temps. FL 33610SafetyIntormationavaablehumtrussRateInsrintte. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss was I ype Tt2907790 W P0078 A03 I. Hip t 1 Job Reference tional autidere FIrf.7Soutce. Tampa, Plant city, Florida =66 r oeu s Aug to zul r Nur ax mauslrres. inc. i ua Jan air vv:44.az zut6 Page] I D:fbOYL3J01 CV 1 U 1 FgSJd63xypdAT-OGPAv3rXrnbR62wnxaV W UO_dJPKKAjg2tOP4gx9zx8GP 1 5-9.14 11-0-0 i68-0 22.4.0 28-0-0 33.2.2 39-00 0-0 05-9.14 52.2 5-B-0 5.8-05.8-0 5-2.2 5 9.14 -0 5x6 = 5. 00 IFT 3x4 = 3x6 = 30 = Sz6 = Scale . 1:68.6 3x6 i:; 16 "' - 12 3x6 5x6 WB= 3x8 = 3x4 = 3x8 = Sx6 WB= 5. 9.14 11-0-0 19.6-0 28-0-033.2.2 39-0.0 5. 9-td 5.2-2 a-6-0 8.6-0 5.2.2 5-9.14 Plate Offsets ()tY)-- 12:0-3-0,0.1-81,(4:0-3-0.0.2-4L f8:0.3.0.0.2.4L 10:0-3.0.0-1-81 LOADING ( pst) SPACING- 2-0.0 CSI. OEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.32 2.16 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) 0.88 2.16 521 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 10 n/a We SCOL 10.0 Code FBC2014fTPI2007 Matrix) Weight: 190lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP No.1 'Except' 13. 15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. ( Ib/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=70(LC 12) Max Uplifl2=-391(LC 8), 10=-391(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9.4 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2982/1802, 3.4=-2659/1565, 4-5=-2422/1508, 5-6=-2926/1793, 6-7=-2926/1793, 7. 8=-2422/1508, 8-9=-2659/1565, 9-10=-2982/1802 BOT CHORD 2-16=-1531/2690, 15-16=-1509/2883, 14.15- 1509/2883, 13-14=-1511/2883. 12. 13- 1511/2883, 10.12=-1544/2690 WEBS 3-16=-327/379, 4.16=-353r735, 5.16=-703/396, 7-12=-703/396, 8-12=-353l735, 9. 12- 327/378 NOTES- ( 8) 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.Opst; h=15ft; Cal. 11; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 10. 7)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysts and design of this truss. 8) * This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dedgn parrnwten and REAO NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE 1140-7473 tov. 160=015 BEFORE USE. Design vdld tot use orgy with MI lek® connectors. M design is bdaed orgy upon parameters shown. and Is lot an Individual txAdling component. not o muss syslotn. Before use. the txAding designer must vedfy the appllcatAlly of design pdxdxnotefs and prorxedy I ncor orolo this design Into the overall txAdi g design. Bracing Indicated Is to prevent lxaWVtg of Individual Iris web aril/or chard rnembefs only. Additional lernMary, and permanent txdlcing MOW Is always recl lred tot debility and to Ixevont collapse Win possible personal hpay and property damage. roe genetal guidance regarding the IalxlcalkxL storage, delivery, erection and txdscing of tnrsses and Muss systems, seeANSI/iPI 1 Quality Criteria. OSS-69 and BCSI Bulking Component 6904 Parke East Blvd Safety IMormaBon ovdkrtxe from Inns Rate Institute. 218 N. Lee Street. Suite 312. AlezcWdo. VA 22314. Tampa, FL 33610 fuss fuss ype ryply JJob T12e07791 WPoo7e 1,.04 Hip 1 Job Reference (optional) tluadar, "Stboutee. I ar pa, Pont Gay. Honda 33566 7 640 8 Aug 16 2017 Wait Industries, Inc. Tue Jan 09 09:44.53 2018 Page , ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-sSzY7Ps9YuZzg4M77C1jYCASkkguSOalc3pNTbzx8GO 11 7.3.2 13-" 19.6-0 26-0-0 31-8.14 39.0-0 17.3.2 5 8.14 6-6-0 6.6-0 5.8.14 7.3.2 O Scale . 1:68 9 5x6 = 20 II SA = 3g 3x6 = - „' - - 12 , • „ - ,. 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10- 0.14 19-" 28.11.2 39-0-0 1a- 0.74 9-5-2 a.5-9 1n n.14 Plate Offsets (KY)-- 12:0-0-10.Edgpj,14:0-3.0,0.2.41, 16:0-3-0.0-2-41.18:0-0.10,Edge1 LOADING ( psf) SPACING- 2-0.0 CSI. OEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.68 10-12 >676 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.17 8 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 184 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 11- 13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0.8-0, 8=1490/0.8.0 Max Horz 2=-81(LC 13) Max Uplift2=-371(LC 8). 8=-371(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-11.4 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2969/1780, 3-4=-2720/1661, 4.5=-2545/1628, 5.6=•2545/1628, 6.7=-2720/1661, 7. 8=•2969/1780 BOT CHORD 2-14=•1501/2670,13.14=-1113/2206,13-15=-1113/2206,15-16=-1113/2206, 12- 16=-1113/2206, 12.17=•l116/2206, 17-18= 1116/2206, 11-18=-1116/2206, 10. 11=-1116/2206, 8-10=-1511/2670 WEBS 3.14=-328/389, 4-14=-263/537, 4-12=-220/581, 5-12=-399/339, 6.12- 220/581, 6- 10=-263/537, 7.10=•328/389 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 2 and 371 lb uplift at joint 8. 7) " Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNWO. Vafiy design parameter, and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE NQ7479 rev. I&VII/2015 BEFORE USE. Design vaikl la use ortty with MlloW connectors. 11ds design h based only upon pmameters shown. and Is la on k WlvldLKd twldh o componetU. rat a truss system. Below use. the tx4king designs must verify the app111cablliy of design parcenoters and pxopeny hcorpeale this design Into the oveicill building design. Brachg (rxllcaled Is to prevent tDmldhlg of IrKllvkltud Iruss web and/of chord members only. Adc1111onal lernpotary and pemnament btachg MOW IsalwaystequiredlestabilityandtoIxoventcollot)w wllh possible personal Inkay and polterly damage. re general guldonce regedhg the kib0collm stotago, delivery. Becton and bracing of husses aril inks systems, seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd Safety Information available hom trim Rate hsllarie. 218 N Leo Street. Suite 312. Afexandda. VA 22314. Tampa, FL 33610 Job ruse ruse ype Tt2907792 WP0078 A05 Hip 1 1 Job Reference(optional) Builders FitsiSource. Tampa. Plant City. Florida 33566 r b+v a Aug io 2017 Mr r ax industries. me r ue.ran W W sash zuw rape i ID:rbOYL3Jo1CVIUIFgSJd63xypdA?-KeXwKktrUChplDxJhwYy5Plb87 KBomArjZw?1zx8GN 1-0 7.9.14 15.0.0 19.6.0 24.0.0 31.2.2 39.0-0 0-0 1 7.8.14 7.2.2 4.6.0 4.6-0 7.2.2 500 12 5x8 — 2x4 II 5x6 = Scale. 1.70.1 3x6 = .., ,.. ,. ,.. 14 ... __ .- ._ 3x6 = 30 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1490/0.8-0. 10=1490/0.8.0 Max Horz2=93(LC 16) Max Uplltt2=-369(LC 12), 10=-369(LC 13) 3x8 = 3x6 = 30 = CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.92 Vert(LL)-0.3214-16 >999 240 MT20 244/190 BC 0.99 Vert(TL) -0.7014-16 >658 180 W B 0.50 Horz(rL) 0.17 10 n/a n/a Matrix) Weight: 189 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. 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=-2981/1797, 3-4— 2738/1702, 4.5=-2652/1724, 5.6=-2184/1457, 6-7=-2184/1457, 7.8=-2652/1724. 8-9=-2738/1702, 9.10=-2981/1797 BOT CHORD 2-16=-1514/2667, 15.16— 1012/2038, 15-17=-1012/2038, 17-18— 1012/2038, 14-18=-101 2/2038,14-19=-1014/2038, 19-20=-1014/2038, 13-20=-1014/2038, 12-13=-1014/2038, 10-12=-1524/2667 WEBS 3.16=-382/447, 5-16=-403/670, 5.14=•80/420, 6-14=-250/187, 7-14=-80/420, 7.12= 403/670, 9.12=-383/447 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi--0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = i O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 2 and 369 lb uplift at joint 10. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNINO. Vedly dotryn parameter and READ NOTES ON THIS AND WCLUDED AUrEK REFERANCE PAGE MLL7473 rev. M03MIS BEFORE USE Design vdkl far use only with MilekO conneclots. 1Ns deslen is lased only upon parameters shown. and Is for an kxiMdual IxtldOtg component, not a truss system. Before use. Ito IxRdng designer must verity the api:AlcaUAlly of design pnlamelats and pxolotty Incorporate this design Into the over,, IxBding design. Bracing Indicated Is to buckling of Indivi lual tnrss web and/or chord members only. Adallloncil ternroray and perrncmnl tracing MiTek' prevent Is always regaled (a stab011y and to txevenl cottap)se with possb,e personal"and txoperly damage. for general guidance regarding lino 6904 Parke East Blvd. IabdCatlon, storage, delivery, ereCtlon and bracing of trusses and Muss systems, seeANSI/IPI I Quality Criteria. DSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationavclk>dlo horn him Plato Itstikde. 218 N. Log Streel• Stile 312. Alexandria. VA 22314. Job I fU55 fU55 ype ty Ply T12907793 W M78AV.Hrp 1 1 Job Reference Gonal Builders FustSource. Tampa, Plant Cay. Florida 33566 7.640 s Aug 16 2017 MTek Industries, Inc Tue Jan 09 09:44.55 2018 Page 1 ID: rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-og51Y4tP4W pgvN W W Fd38ddfpW XMgwFSJ4Nl UYTzx8GM 1- 0 6-0.9 13.4.4 17-0-0 t8b-0 22.0.0 25-7.12 27.5b 30•f1-7 2-10.13 39.0-0 f1 8- 09 53.11 3-7-12 2b-0 2b•0 3.742 1.9.10 3.6.1 1.11b 6.1.3 S. 00 F2 5xa = 3x8 11 5x8 = Scale . 1:69.9 36 1Z; .o . 1 .o - 16 .. __ _ 3x6 4x6 = 3x4 = 3x8 = 3x4 = 4x6 = 3 f LOAOING ( pst) SPACING- 2-0-0 cSl. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.29 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.75 12-14 >609 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(rL) 0.17 12 n/a rVa BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 6. 8: 2x6 SP M 26, 1-4,10-13: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10.0 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at mldpt 5-16, 9-16 15. 17 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8-0.12=1490/0.8.0 Max Horz 2=- 1 04(LC 13) Max Uplift2=-383(LC 12), 12- 383(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2935/1795, 3-4=-2698/1696, 4.5= 2622/1712, 5-6=-1919/1302, 6-7=-1749/1239, 7. 8=-1749/1239, 8-9=-1919/1302, 9-10=-2622/1712, 10-11=-2698/1696, 11- 12=-2935/1795 BOT CHORD 2.18=-1505/2637, 17-18=-1125/2166, 17-19=-1125/2166, 19.20=-1125/2166, 16. 20=-112512166, 16-21=-1128/2166.21-22=-1128/2166. 15-22=-1128/2166, 14- 15=-1128/2166, 12.14=-1515/2637 WEBS 3.18=-356/404, 5-18=-311/567, 5.16=-584/438, 9-16=-584/438, 9-14_ 311/567, 11. 14=-356/404, 7-16=-529/899 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsh h=15ft; Cat. ll; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber OOL=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 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCOL = 1 O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 383 lb uplift at joint 12. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING- Vedl y deargn parameters and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE MO.7472 rev. 10AMMIS BEFORE USE Design rand for use only Win WIek® connectors. [his design Is Ixtsed only upon paadanetefs shown. and Is for m trx9vldual txtldhng component. not a truss System. Before use. the IxAding designer must verity Ilia apdtcob lity of design rxuameters and ptopefty, Incotpxxato this design into Ilq overall Bracing IndIcalod is to truckling hxlMdtxl truss web and/or chord members only. Additional ternporM and permanent bracing MOW t)tAding design. prevent of Is always rectuliod tot stability and to rxevertt cotigxe Win p ossilAe txusornl Wray and properly domage. for general guidance tegardIng the IadlAcation. storage, dollvety, election and bracing of fusses sand In= systems. saeANSI/IPI I Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute. 218 N. Leo Street. Suite 312. Alexaanctrio. VA 223IA. Tampa, FL 33610 Job Truss fuss ype Uly Tt29one+ WIDOWS A07 Hip 1 t Job Reference o tional r.. r... no no•ee Sa manta Pnn. t ouaaers rustaowce. r errya, ream wy, rwmua .a,rwo •• -- - - - - -- - --- IO - - IO:rbOYL3Jo1 CV 1 U 1 FgSJdfi3xypdA7•G 1 fglQu2gpxXXXSrpKaOAgoyhxi3fdET11214vrnr8GL 20-" 1 t40a 134-4 to." to-"! 2S-7.12 3011b 30-00 d•o tl•Oa b111 5-7.12 b7.12 6111 60d 14O 0-0-0 Scale. 1:69.7 3x6 II US = 3x6 = 5.00 12 678 J^V ' 4X6 — 3x8 = 30 = 3x4 = 4x6 = 1085 te•00 2000 1 2bS11 3a-0O tObS bolt bill t0-03 030 Plate offsets OXY)-- 12:0-3-0.0-1-81,16:0-3-0.0.2-41, f8.0-3-00-2-41 f12.0-3-00-1-81 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In (loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.26 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(rL) 0.74 2-18 >626 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(rL) 0.17 12 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1.4,10.13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9-9 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 5.16. 9.16 15-17: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0.8-0. 12=1490/0-8-0 Max Horz 2=- 1 16(LC 17) Max Uplift2=-396(LC 12), 12=-396(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2927/1809, 3.4=-2698/1717, 4-5=-2597/1733. 5-6= 1894/1302, 6-7=-1692/1261, 7-8=-1692/1261, 8-9=-1894/1302, 9-10=-2597/1733, 10-11=-2698/1717, 11-12=-2927/1809 BOT CHORD 2.18=-1517/2628,17-18=-1164/2188,17.19=-1164/2188,19-20=-1164/2188. 16-20=-1164/2188, 16-21=-1167/2188, 21-22=-1167/2188, 15.22=-1167/2188, 14-15=-1167/2188, 12.14=-1527/2628 WEBS 3-18=-330/377, 5-18=-287/551, 5.16=-690/546, 9-16=-690/546, 9-14=-287/551, 11-14=-330/377, 7-16=-675/1063 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCOL=4.2pst; BCDL=3.Opsf, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at Joint 2 and 396 lb uplift at joint 12. 7) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) *This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNWO • Verily dedgA peromefars and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE MIP-7473 rev. 100MIS BEFORE USE Design valid foruse only vAlh Mllek® connectors. Ihts design Is bawd only upon paamelers shown. and Is for an individual txRdlng component. not a trtiss system. Wore use. the b Ulding designer musl verify live alXAlcotAlly of designporantetois and property Incol olato this design Into Irv., overall rxAdVtg design Bracing Indicated is to rxevent twcldlrtg of IndlAdwil truss web and/or chord members only. Adcflllonal lomporarycnd perlrnanent t)iWrtg ss.. MliTek* Isalways required for stability and to povent cdagxse with 1oss9110 personal l Initay and poperty damage. For general gtldance regarding ttno storage, cletNory elecllon and Ixachng of trusses and truss. systems. systemse0ANSI/IPII Cuo11ry Cdtedo, DS"9 and SCSI BuIlding Component 04 PaEBlvd. rk East 69Parke 69 Safety IrMorinatloncwcoctxefromlurtsPlateInstlfrrie. 218 N. tee Street, Su lle 312, Alexandria. VA 22314. mpo Job ruse Truss Type Qty Fly T12907795 WP0078 A08 Common 13 1 Job Reference(optional) Bumete Fita5autce. Tampa. mom Grly, Frorlaa:Kzbb 1-w-11 iv-4__. - •" v ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-G 1 fglOu2gpxXXX5ipKa0AgoyTxi 1 fcGTI 1214WZXSGL 14 &0.15 13d•5 t9.6-0 25.7.11 30•I1.1 39.0-0 0 80IS 53$ 6.1-1t 6-1•11 S36 8-0.15 -0.0 Scale - 1'67 4 5x6 = Soo t2 4x6 = 3x8 = 3x4 = 30 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Veft(LL) -0.26 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.74 10.12 >622 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(rL) 0.17 10 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1.4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9.6 oc bracing. BOT CHORD 20 SP No.1 *Except' WEBS 1 Row at midpt 7-14, 5.14 13.15: 2x4 SP No 2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0.10=1490/0.8.0 Max Horz2=-119(LC 13) Max Uplift2=-399(LC 12), 10=-399(LC 13) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2941/1812, 3.4=•2697/1724, 4-5=-2597/1739, 5-6=-1892/1307, 6-7=-1892/1307, 7-8=-2597/1739, 8-9=-2697/1724, 9.10=-2941/1812 BOT CHORD 2.16=-1519/2625, 15-16=-1172/2191, 15-17=-1172/2191, 17-18=-1172/2191, 14.18_ 1172/2191, 14.19=-1175/2191, 19-20=-1175/2191, 13-20=-1176/2191, 12-13=-1175/2191. 10.12=-1528/2625 WEBS 6-14- 693/1080, 7.14=-699/559, 7-12=-285/549, 9-12- 328/372, 5-14=-699/559, 5-16=-285/549, 3-16=-328/372 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily dealgn paramorars and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO-7473 ray. taMMIS BEFORE USE Design vdtd for use only with Mllek® connecfors. n* design Is based only upon paramolors shown. and Is tot an Individual building component. not a liuss system. Before use. the building de*jna must vedfy the al)NIcabGlty, of design rofametors and properly Incorporate, this design Into the ovetati Is 10 IxtcldkV Individual truss web and/or chord members orgy. Additional lemporary and permanent bracing M iTek' btDding design. BrackV Indbealed rxevenl of Is alwaystequdted tot slabltuy and to Ixevenl col xe withpossible personal"and Ixoperty damage For General guidance regarding tine 6904 Parke East Blvd. fabolcm1lom stofage, delivery, eiecllon and bracing of lames and Mrss systems. seeANSI/IPI I Quallly Criteria, OSS-69 and SCSI Butidlng Component Tampa, Ft. 33610 Safety InformationavailablefromlntssRateinstitute. 218 N. Leo Streel. Sidle 312. Alexandria. VA 22314. O USS fU58 ype Qty ply T12907796 W P0078 1:0,11 Common 6 1 Jab Reference (optional) Budders F9et50urce, Tarfpa. Plant cay, r10rWa 37566 i.oru a Aug io zu i. mnea inausuas. n c ya I D:rbOYL3Jo 1 CV t U t FQSJd63xypdA?•kDD3ymvgb7409hfuM25tj2LDuL9207fcXhnbcMvBGK 1-0 6.9-t4 13-0.0 19.6.0 26-0.0 32.2.2 3"-0 02- 6.2-2 6.6-0 6.6.0 6 2.2 6.9•l4 1-0 Sx6 = 5.00 12 2x4 II 3x6 = 6x8 = 30 = 20 11 30 = 3x6 = Scale . 1:68.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(TL) -0.14 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 n/a We BCOL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15, 7.15, 5-15 REACTIONS. All bearings O-". Ib) - Max Harz 2=- 1 19(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2_ 116(LC 12), 15=-429(LC 13), 16=-240(LC 12). 10=-187(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10=583(LC 24) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=402/186, 3.4=-130/332, 4.5— 112/447. 5-6=-160/594, 6.7=-161/595, 9-10=-819/453 BOT CHORD 2-18=-110/308, 17.18=-110/308, 16.17— 110/308, 15-16=-353/391, 13.14=-301/689, 12-13=-301/689, 10-12=-301/689 WEBS 6.15=-732/422, 7-15=-772J587, 7.14_ 153/438, 9-14=-613/467, 9.12=0/273, 5.15=•238/251, 5-16=-355/174, 3-16=-629/477, 3-18-/274 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=151t; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2, 429 lb uplift at joint 15 240 lb uplift at joint 16 and 187 lb uplift at joint 10. 6)'Semi-rigid pitchbreaks with fixed heels' Member end lixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varlry dedgn pantmeteta end READ NOTES ON TNtS AND INCLUDED MrTEK REFERANCE PAGE 110-7473 rev. 1003MIS BEFORE USE. WitDesignvalldlotuseonlywithWOWconneclots. this design is Lased orgy upon poramotefs Mown. and Is for an frldlvldtal IxAding component. not a truss system. Before use. the building designer must verity the arxAlcc Ally of design parameters and popedy Ytcogorolo fffS design Into the overall achg Indicated Is to bxtcklhg Individual Iruss web and/or chord inernbets only. Adalilonal temporary and permanent txacbV MiTekWildingdesign. povonl of It always ract lred (or sla Ally and to pevent cdk4ise wllh rsossbsle personal Inury and popany damage. For general gull nce regaraIN Iho falxlcolkxx storage, delivery. erection and bracing of Incases and muss systems. seeANSI/TPI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Parisi East Blvd. Safety Information ovallc"e from buss Plate Insllkde, 218 N. Lee Street. SUIe 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty plyI Tt2907797 WP0078 At0 GABLE 1 1 Job Reference (optional) BOOM rrnsrsource. Tampa. rram csy. ranee xeaoo ....,...,,.y ......., I0:rbOYL3JoICV1UIFgSJd63xypdA?-hcKpNSww7kK60?pHUT87oTOW78Ws5Vv? GhhFzx8Gl 1-0 8-0.5 13.4.5 19 6-0 25-7.1 1 30.11.1 39-0-0 0-0- t 5-3.6 6.1-11 6.1.11 S.3 8-015 -0 i Sx6 = 5. o0 12 24 23 22 21 20 19 18 4(*/ 1645 IS 14 3x4 = 3x6 = 3x6 = Scale . 1.68.6 LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.65 BC 0.90 WB 0.28 Matrix) OEFL. in (loc) Well Ud Vert( LL) -0.24 10.12 >976 240 Ven( TL) -0.65 10-12 >356 180 Horz( TL) 0.01 10 n/a rVa PLATES MT20 Weight: 267 lb GRIP 244/ 190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9.4 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 20 SP No.3 10-0-0 oc bracing: 12-14,10.12. OTHERS 2x4 SP No.3 WEBS I Row at midpt 6.14, 7-14, 5.14 REACTIONS. All bearings 19-4-8 except (It=length) 10=0.6-0. pb) - Max Horz2=-119(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24 except 14=-411(LC 13), 20=-278(LC 12), 15=-11 l (LC 18). 10=- 191(LC 13) Max Grav All reactions 250lb or less at joint(s) 2, 16, 17, 19, 21, 22, 23, 24 except 14=1517(LC 1). 14=1517(LC 1). 20=462(LC 23), 10=596(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-36/269, 5-6=-122/528, 6-7=-122/529, 7-8=-370/363, 8-9_ 470/347, 9-10=-725/442 BOT CHORD 19.20=•238/308, 18.19=•238/308, 18-44= 238/308, 17.44=-238/308, 17.45= 238/308, 16. 45=-238/308, 15.16=-238/308, 14.15=-238/308, 10.12=-273/597 WEBS 6.14=-679/389, 7.14=-728/578, 7.12=-313/589, 9.12=-369/402, 5.14=-308/323, 5- 20=-185/252, 3-20=-360/412 NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsh h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the (ace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = I O.Opsl. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 2, 23, 24 except 01= lb) 14=411, 20=278. 15=111. 10=191. 9)' Seml-rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) - This manufactured product is designed as an Individual building component. The suitability and use of this component for any Printed copies of this document are particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VeAry doWlin pammofon and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE A11147473 mv. 100=15 BEFORE USE. Design vald lot use only with Mllek®conneclots. inls desf Wt Is bated only upon Ixnamolers shown. and Is for an IMlvkhwl binding compxxtent. tat a truss system. Bafora use. the Ixdldtvj designer must verily the orA)Ilcab0lty of design paiametors and ixoporly Incotlxxalo this design Into the overall tx9ddng design. Bracing Inokaled is to prevent bucaing or Individual inns web aril/or chord members orgy. Additional temporary and paimanent btacing M iTek' Is always required foe stability and to Ixovent collapse with possible persoryi hhKay, and property, damage. foe ganenal grldahce regarding the fabilcatlon, storage, delivery. erection ad bracing of tnrsses and Miss systems, sooANSI/TPI I Quality Criteria. OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information drvdAlable from lnm Rate institute. 218 N. Leo Street. Suite 312, Alexandra. VA 22314. Tanpa, i. 33610 Job Truss Puss ype ty T12907796 j:Reference wpoo78 801 Common Supponad Gable t IF 1 optional) Builder FirSISOenca. Tanya. Plant eay. Flonaa 3:fOa0 • v+v a nvy .v cv .. v,,, v, ...vv....vv. .-. --.. _. __._ . _N_ . 10:rbOYL3JotCV1U1FgSJd63xypdA?•9ouBboxYu2Sz08OT2AfMKgyp?YFYbb33DeOFDhzxSGH 1-0-0 10.0-0 20-0-0 21-0-0 1 0-0 10.0.0 10-0-0 1.0-0 Seale. 1:36.1 4x6 = Ig 3X4 = t8 17 16 1s 14 13 12 30 = SKIS = Plate Offsets (Y Y)-- I15:0-3-0,0-3.0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 11 fVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(rL) 0.01 11 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(rL) 0.00 10 We We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 20-0.0. lb) - Max Horz2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, t 7, 14, 13, 10 except 18=-116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14. 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. Qb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- ( 11) 1) Unbalanced root live loads have been considered for this design. 2) Wind- ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 16, 17. 14, 13, 10 except Qt=lb) 18=116, 12=116. 10) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify datlgn peromatan and READ NOTES ON THIS AND INCLUDED M77EK REFERANCE PAGE MD7473 tev. 1OM3,2015 BEFORE USE Design valid lot use only vAlh MIIek® con actors. R* design Is based only upon parameters shown, and is la an Individual Ixddthg component, rat o truss system. Before use. Ina, building designer must verify file appOCO1Alfy of design Ixxanoters and rxopetly Incort"ate this design Into 1W overall bidding design. Bracing Indicated Is to prevent bucamg of Individual truss web and/or crard members only. Additional tdnnporary and permanent txacbv Welk' is always togtLed nor stali9lty and to prevent cdlaim vAlh possUe personal InAay and ixopetty danoge. rot genorall guidance reWdIng Ole lalxlea llm storage, delivery, election and txacinlg of trusses and truss system& U".,ANSI/IPf I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parks East Bald Safety Infamwtlon avmlktAo from truss Rate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job TrUSB fuss me T12eon9e W P0078 802 comrron 2 I Job Reference(optional) tsurraen t-xabource, I anva, riant cry, monaa a:raoo 1. V . ^.v .. z V i • m... ..I •.. ..• • • • w ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?•9ouBboxYu2SzO8OT2A1MKgylZY21bZu3DeOFDhzxBGH 1-0-0 6.5-0 10-0.0 14.7.0 20-0.0 21-0-0 1 0-0 5.5.0 4.7-0 4.7.0 5.5-0 Seale . 1:36.1 4x6 = 3x6 = 3x6 = Sx8 = LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.41 BC 0.93 WB 0.20 Matrix) OEFL. in Vert(LL) -0.16 Vert(rL) -0.43 Horz(rL) 0.05 Qoc) I/defl Ud 6-8 >999 240 6-8 >534 180 6 n/a We PLATES GRIP MT20 244/190 Weight, 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.11 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=787/0-8.0, 6=787/0.8-0 Max Horz2=-64(LC 13) Max Uplift2=-216(LC 12), 6=-216(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=•1317/849. 3.4=-997/621, 4.5=-997/621, 5.6=-1317/849 BOT CHORD 2-8=-672/1172, 6.8=-681/1172 WEBS 4-8=-247/533, 5-8=-354/366, 3-8=-354/366 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (envelope) and C-C Exlerlor(2) zone;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 pst 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=216, 6=216. 6) "Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vedly dodyn paramatem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111167473 rev. IOPO212015 BEFORE USE Design vald for use ordy wllh Milek® connectors. Ihh design Is based only upon Ixaanetefs shown. and Is lot a n Individual buldhg component, not o Iran syslom. Bogota use. Ilia "ding designer must verify the glplcaGlly of design patornotois od properly Incotpaato it* design Into the overall Bracing Indicated Is to mickling Individual truss web and/oc Chad members only. Addillonal temporary and parmanent txoektg Welk' tAAdhg design. provent of Is always required lot slatxlity and to prevent coUque Win Irnsble persordll Injury and property damage. For general guidance rogardtrtg Ono IabrlcalkxL storage, delivery, eiecllon ail bract g of trusses and truss syslonm SeeANSI/rPl1 Quality Cdtada, DS8-69 and SCSI Su11ding Component 6904 Parke East Blvd. Safety INormallon avdlatle Irm buss Rate Institute. 218 N. Lee SWOL Sulle 312. Alexardda. VA 22314. Tarrga. FL 33610 Job use Truss Type aly my T12907800 wPo078 lc.J,t Jack -Open 4 1 Job Reference (optional) tsuddam ractxurce. I amps. ream t,ay, morma asaoo v- v ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-d_S208yAfMagdlzgbuAbtuV?SycKK3JCSllol7zx8GG 1.0.0 140 1-0-0 1-0-0 20 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(rL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(rL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max LIpllft3= 8(LC 1), 2=-69(LC 8) Max Grav3=15(LC 8), 2=125(LC 1). 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:6.6 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- (7) 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3Opsh h=15ft; Cat II, Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp 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 joints) 3, 2. 6) "Semi-ngid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify dosrgn parameter and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Ma7473 ray. rhOd/10r5 BEFORE USE Design valid la use only with Mllek® connectors. M design Is based orgy t6on paromelers shown. and Is too an indl*fuol building component. not a truss sysloon. Before use. the building designer roust verify the applicability of doslgrs parameters and pooperfy incorporate this design Into Ito overall bLddlirtg design. Brachg Indicated is to prevent twcWing of Individual miss web and/or chord members only. Additional temporary and pernatent bracing M iTek' is always tegtLed for stablilty, and to prevont collapse with possible petsorol Ir*Ary and properly damage. For general guidance regarding the labohalim slotage, delivery, erocllon and brocstg of trusses ate truss systems seeANSVIPI I Quality Clteda, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte Ran truss Rape Institute. 210 N. lee Street, Stlle 312. Alexrndna. VA 22314. Tanya, FL 33610 Job T runs TrUSS TWe ry Tt2907801 WP0078 CJ3 Jack -Open 4 1 Job Reference (optional) nunaem I•aatsance. Iarrlpa. ream u.ay, rrorwa s:rooc V- u v I D:rboYL3Jo 1 CV t U 1 FgSJd63xypdAl-d_SZo8yAfMagdlzgbuAbtuV?oybHK3JCSI W7zx8GG 1-0-0 3-0.0 1-0-0 3-0.0 2x4 = LOADING(psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Upllft3— 42(LC 12), 2=-72(LC 8) Max Grav3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale . 1:10.9 DEFL. In (loc) I/dell Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 240 MT20 244/190 Vert(TL) -0.01 2.4 >999 180 Horz(TL) -0 00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15fh Cat 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING- VoAry daadyn panmaten and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M&7473 rov. 10AMM/S BEFORE USE Design valld for use orgy MAth MIIekV connectors. Otis clL-Jgn Is Lased only upon pa®nelen shown, and Is for an WIVkkwl IxAding component. not o truss syslom. Below use. Iho txAdhlg deslgnen a Lust verify Ifdi atgxkablity, of design paranotets and popedy Incofotale this design Into Ilse ovotall building design. Bracing Indicated Is to pfevenl buckling of Individual tens web and/of chord membets only. AddlOow Wnpotary and permanent bracing M iTek' Is always required for slabSlly, and to trevenl collapse wllh possible potsonai k*jry aril pxoporry damage. rot gonetal guidance regarding the tatMcallort storage, dellvety, election and tracing of Intssm and Inm syslerns seeANSI/IPI I GuaOty criteria, DSB-69 and SCSI Sullding Component 6904 Parke East Blvd. Safety Information available from Iruss Rate Institute. 218 N. tee Street —Salle, 312. Alexandria. VA 22314. Tampa. FL 33610 Truss I ype T12907802jJobWP0076CJS1. r.ss Jack•Open 4 t Job Reference tronal tsuaaen t•rrarsource, r ampa, rram t ay. monaa auaoo nu9 .. —, wu reR muur wc. mc, u 9e ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-5BOyOUzo0fihFSYs9bhgP525PMud3W ZLhyVMlazx8GF 14-0 S-" I 5-0-0 20 = LOAOING (psi) SPACING- 2-0-0 CSI. OEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 TCOL 7.0 Lumber DOL 1.25 BC 0.26 Vert(rL) 0.07 2-4 820 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanlcal, 2=253/0.8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplilt3=-81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (Ib) or less except when shown. Scale . 1:IS. 1 PLATES GRIP MT20 244/190 Weight: 17lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=30psf, h=1511; Cat. II: Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 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) 3, 2. 6)'Sem1-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING. Vedly dad9n pan enters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MO.7473 rev. 10AM IS BEFORE USE. Design vdkl nor use only Win MIIekO connechots. This design is L>tsed only upon paanetets shown. and Is for an Individual t)kddhng component, not o truss syslern. Borne use. the txlklW designer must verity the "Icability of design paaneters and properly Incotwote Bak design Into 60 overall building design. Bracing Indicalod Is to buckling or hndWkltKA ttuss web and/oc chord members orgy. Additional temporary and permanent txo ing M iTek' rxevent is dways required to sIoUlty, and to txevenl cotlgx a with possible personal hnitay and Ixopeny danoge. for general guidance regarding the 6904 Parke East Blvd. lcdxlcatIm storand b ge, delivery- erection aracing of masses and truss systems soeANSI/IPI I Gua9ty, Criteria, OSB-89 and SCSI Building Component Tampa, FL 33610 safetyInform~ awdlamlo from Inass Rate Ins9kle, 218 N. Lee Street. Suite 312. Alexcmxlria. VA 22314 Job I Ns6 I Ns5 I ype aty Fly T12907OW WP0078 EJ7 Jack -Open 14 1 Job Reference (optional) tiuUms raasoufce. Tampa, ream cny, rnmta aaaoo ....,.....w • . __ .. __ __.._.__ __._ . __ . ID:rbOYL3JoI CV 1 U 1 FgSJd63xypdA?-580y0UzoOfihFSYs9bhgP52I HMrB3W ZLhyVMlazx8GF 14-0 7.0-0 1-0-0 7.0-0 Scale. 1:19.1 3x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2.4 772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.24 2-4 337 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 23 lb Fr = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz2=122(LC 12) Max Uplift3=- 1 02(LC 12). 2=-85(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to 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 (p=lb) 3=102. 6) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used in the analysis and design of this muss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.` Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vedry dedyn parameter and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MO.7473 rev. IOWMISBEFORE USE Design world tot use only wflh Mllek® conreclas. this design Is Lxfsed only upon parameters shown. and Is for an Individual 1xild ing component, not a truss syslem. Before use. Ito Widing designer must verity the a1x11k:ablity of design parameters atxJ Ixoperiy Incorrwrale this design Into the overall tAAd IrQ design. Bracing Indicated Is to rxevenl buckling of Individual tnrsc web and/or chord members only. Addilalal lean Wary and permanent btdtd:Ing M iTek' S always reed fa statAlty and to prevent colloW with poss"o person f"and property darnage. For gamal guidance regading 1110 fatxIcallom storage, d ollv". ereclkxn and btac-Ing of Irtases and Muss systems. seeANSI/iPl I Quality Criteria, DSB-69 and 6CS1 Bulldtng Component 6904 Parke East Blvd. Safety Information avdlable Morn lnrs Plate Insskrte. 218 N. Lee Street, Su11e 312. Alexo ndda. VA 2.2314. Tarnpa. Fl. 33610 Job fUas fuss ypB Tt2907804 WP0078 HJ7 Diagonal HprGirder 2 t Job Reference(optional) Builders Frfslbaurce, I arpa. Plant Gay, Flonoa umbb ..u.v . nay — av, r ,.,,..w ,........,. .a. .,,.,. ,.......,.... ... .. .,.. ., ... . •.y„ . ID:rbOYL3Jo1CV1U1FgSJd63xypdA9•ZNaKDp_RBzgYtc72jlC3yJaG mgOwDVvcEvgOzx8GE 1.5-0 5.29 9.10.1 1.5 0 5.2.9 4-78 Scale - 1:21.8 20 = 2x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CS1. TC 0.40 BC 0.61 W B 0.29 Matrix) DEFL. in Ven(LL) -0.05 Ven(TL) -0.13 Horz(TL) 0.01 loc) Well L/d 6-7 >999 240 6-7 >841 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 40lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=445/0-10.15, 5=288/Mechanical Max Horz 2=131(LC 4) Max Upllft4=-87(LC 4), 2=-145(LC 4), 5=-81(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.8=•769/203, 8-9— 743/218, 3-9=-709/211 BOT CHORD 2-11_ 276l707, 11.12=-276/707, 7-12=-276/707, 7-13=-276/707, 6.13=-276l707 WEBS 3.7=0/308,3-6=-761/297 NOTES- (9) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft, Cat. 11; Exp C; Encl , GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed (or a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4, 5 except (jt=lb) 2=145. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4.15, 68 lb down and 85 lb up at 1-4.15, 25 lb down and 38 lb up at 4.2-15. 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7.0.14, and 50 lb down and 87 lb up at 7-0.14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4.2.15, 18 lb down at 4.2-15, and 38 lb down at 7.0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2.5=-20 Concentrated Loads (lb) Ven: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) Ia Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING- Veft dedgn paramoters and READ NOTES ON THIS AND INcLuDEO MIrEK REFERANCE PAGE Ma7473 rev. IGOVAIS BEFORE USE Design valid for use only Win Meek® connectors. thisdesign Is based orgy upon lxxamelers shown. and Is tot an individual Wilding component. not a trusssystem. Before use. Ina building deslgnel must verity the alVicablIlty, of design lxxameters and Ixoperly Incotpololo Ihk design Into the over,, btA,rg design. Bracing lndlcaled is to prevent bucidktll of IrYJWtKA buss web and/or ctwrd members only. Additional lompaary and permanent btacing MiTek' ls,ways vxMied tot slotAltyand to Ixovent collgxe Win possUe personal trtfufy and ixoperty damage Fa general gtKlance regarding tho IabflcalkxL slonage, de, Nefy, election ad bracktg of trusses and Inns systems, seeANSI/tPl1 Quality Criteria, OSS-89 and SCSI Building Component 6904 Perk* East 81W. Safety Informatbn avc/, uble from Inns Rate Institute. 210 N. Lee Skeet, Sidle 312, Alexardna. VA 22314. Tampa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets ore indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ ld' For 4 x 2 orientation, locate Plates 0-Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate locafion 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: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 c O U o_ O M JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MII. 0 MiTek 0 MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. Is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore 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 sholl 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, sae, orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used shall be of the species and size, and in oil respects. equal to Or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling Is installed unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review ail 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. U- jw 7 17 - 31Ty SITE ID: 389843 C&.87 BLOCK HOUSE: 3978 STREET: NIGHT HERON OR CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT!. 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NOP 10/18R017 PROGRAM: HERS(100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3978 NIGHT HERON OR, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Oatre ReWle DATE: 04 =18 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIEO WA 5.1 Attic Access Panel (ftilly gasketed and insulated x 5.2 Attic drop -down Stair (kAly gasketed and Insulated x 5.4 Recessed UghNng Fixtures (ICAT labeled and sealed to drywall) X 5.5 Wtole-house Fan insulated gasketed to the opening x 7.3 Fresh air ventilation installed per program specs x Bbwer Dow SO Ta o SO AMM Rine Placate. Ten BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL SO. CODE SHELL S0. E 90' N/A 17,045 0 0 PROGRAM CFM 60 CODE CFM 60 PROGRAM ACH 50 CODE ACH 60 PROGRAM of Shoo CODE of Shall 0 1,989 7 1.402 14.94 mews Mat Bdrtn 0 Bdrm 2 0 BdrM 3 0 Bdrm 6 0 Rm 1 0 Rm 3 0 Omer 0 Bdrm 4 0 Rm 2 0 CO Detseton Efwgy Star Gue911.d 7 EMdem U 7 80 of s Of Harawlfed Lights Mist Be CFL Or LEO Low Flow Faucets TdNts OW PrograitimiWe Theirmtet7 x CwHed Green Rope. Level Rwtdree VWe W Inspedbn u.n.al l systarn Item Ldta.. MwkdecUw Name Model M1 Model 02 Model 03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT INTERIOR CARRIER F84CNP030 PUMP SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP Al 111 nlNn RPFC1Ar_AT18K R BUILDING CHARACTERISTICS AS DESIGN -VALUES AS BUILT - VALUES COMMMENT OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA DUCT RETURN R-VALUE rREMI NA NA BUILDING CHARACTERISTICS AS DESIGN -VALUES AS BUILT - VALUES COMMMENT WATER:NEATER SIZE, EFFICIENCY d LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA Ht : 4.94 CI : 4.94 ACH 50 Pascals FRESH AIR VENTILATION TYPE PRIF VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL tt REM NA NA VENTILATION FLOW REQUIRED REM NA NA ' VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION M OF FANS REM NA NA VENTILATION TIME • HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % OF CFL'S (PRIF DISHWASHER PRIF REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER PRIF SLAB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA I NO ATTIC INSULATION AT TIME OF TEST 104/08l1018 I TEST: DUCT BLASTER RESULT: PASS TESTER: Om Rsllalla DATE: OMMMIB TOTAL CONDITIONED FLOOR AREA 0 1,827 CFA SO FT) I', DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.110% 12.00% SYSTEM I SO FT. SERVED (CFA) 0 1.827 POST CONSTRUCTION SYSTEM I OUCT LEAKAGE TO OUTSIDE 0 146 SYSTEM I DUCT LEAKAGE TO OUTSIDE 88 SYSTEM I DUCT LEAKAGE TO OUTSIDE Inenity% 3 61% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 (CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE . CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0, SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) 0 0 SYSTEM 4 TOTAL DUCT LEAKAGE ® SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (%OF M25)4ARGET (CFM25) ACTUAL CFA) ACTUAL BUILDING SPECIFICATIONS B I NG , • .. ,tERISTICS DUCT LEAKAGE TO OUTSIDE REM ASQESI, -VALUES NA goul ILT VALUES 0.038 GfM25 /,EFA . I CGMMME.. TOTAL DUCT LEAKAGE REM y1LyyNn% &*V. M4 WWN= F0.12 C-FM 25%ICfA ki FLOW RING PRIf