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3854 Loon Ln 18-1245COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER- 18100002 BUILDING APPLICATION #: 18-10000226 BUILDING PERMIT NUMBER: 18-10000226 DATE: March 09, 2018 UNIT ADDRESS: LOON LANE 3854 LOT 101 17-20-31-502-0000-1010 TRAFFIC ZONE:022 JURISDICTION: 2(0SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3854 LOON LANE / LOT 101 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 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 1.000 dwl unit SC HI 54.00 C07WIDE ORD Family Housing 51000.00 1.000 dwl unit 5,000.00PARIngle LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN RE UEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER T CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE I CITY OF SANFORD BUILDING & FIRE PREVENTION DA a 71a PERMIT APPLICATION Application No: Documented Construction Value: S 2 $ `-( 5L4 LA. OD Job Address: 1--aor L-A.r.o_, 4 ,rt ,rA Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1 o i o Wyndham Preserve Lot I o I Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 .Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property?: City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-047-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 No State License No.: CGC1522347 Arch itectlEngineer 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: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 17VIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN MANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: "Edition (2014) Florida Building Code Revised: June 30, 2015 0 b 113 L-k3 . S Pamit Application 3, o 25 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Jot;__ Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name j,/1 C O, 3-to- 8 Signature of Notary -State of Florida Date Shayne Mangel1trNOTARYPUBLIC Kek --STATE OF FLORIDA rom GG1131111 Contractor 1 it is"`>onaily Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [J Electrical ©- Mechanical ®" Plumbing© Gas[]Roof Construction Type: -1 G. Occupancy Use: R Flood Zone: K 5 tTtaI;CNE7) Total Sq Ft of Bldg: c4 2 Min. Occupancy Load: 19, # of Stories: New Construction: Electric - # of Amps 1 SC> Plumbing - # of Fixtures 1 S Fire Sprinkler Permit: Yes No 9 # of Heads APPROVALS: ZONING: CV, d8 UTILITIES: COMMENTS: ENGINEERING: eV. FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. LI4. 3*/o Mp. M-bt 0 6klA-T, CTL Fire Alarm Permit: Yes No WASTE WATER: BUILDING: fe c-(ZSlX Revised: June 30, 2015 _ Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final Xv 60" Insulation UA 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence v. e•me.t• t FiLEC RIC AL PE r.•- va..a.:f r.a• ti r - r n+.. ITa:.::,.:;;{Mn;4 `;,`:;•-;;;:''•......; r:::: K r• ,'' `'e-' rz__:...1 ti ram+ i5.•r':'•?c::i..^ •'y.•:.» eY•.k.s+,4.;::%;,i_#•r'f'•'• 1',. :,:.,.• .fir.;• • c . Min Max Inspection Description i 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough 1000 Electric Final i i I L• l I C` L I,-C tzn, ' -.7. "L?6£ ,tj xic-1 2 4 `c^.w j; .. Inspection Description Plumbing Underground Plumbing Tubset Plumbing Final j-- n., v y >7 1 ICIi.1;TI AI. s.mn aue•f 2'a.•wU,:m/: •Ti.:.. t `3Xr!•'y t..,..».• `....:i_ t!t nc. sYZI.. JL 2. f 1r i .YY t T}•y'-• •W I ' ~IPERVILT::n 7 ;:1*_ry,.•::.?"+:,S t;:sa.a »•J.;.=:-`''; ...y'-ul,£• Min Max Inspection Description i 10 Mechanical Rough 1000 Mechanical Final i i i I REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 11 Yi DN 75 Job Address: 3$ 5•L- "Or-, Lam, , Sar.Iwd Historic District: Yes No Parcel ID: 17-20-31-502-0000- t o o Wyndham Preserve Lot 1 o Residential ® Commercial Type of Work: New ® Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 .Fag: 407-647-0700 Emaih Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information No Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itectlEngineer 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@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 WrM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO--MMENCEMENT. cation is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has d prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction lion. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, heaters, tanks, and air conditioners, etc. with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code o, 1iadP"... - Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name 2=12, ly q,0,:L 3-to-18 Signature of No -State of Florida Date 1 Ry Shayne Mangel NOTARY PUBLIC ice. -+STATE OF FLORIDA GG113111 Contractor.' it is d onany Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: If 3 "7$WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised:.June 30, 2015 -- .-.- . _ -- - --- --•—•- • --- • n City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mange)@starlighthomes.com Property Address: 3854 Loon Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1010 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: W 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) FC A MS. O Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1245 Reviewed by: Michael Cash, CFM Date: March 21, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Y 9 9 Yagll 1- Landscaping in Right -of -Way M/N1Ne81ttordn.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 r City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat dearly identifying the uw,,.n r,below. size and location of the existing right -of --way and use shall be provided or application could be delayed. Callbetoreta ft 1. Project Location/Address:"Or1 L--4ri¢. r. Z>CwV6CA r"L- BM-7-A 2. Proposed Activity: R Driveway FX Walkway M Other. 3. Schedule of Work: Start Date 4. Brief Description of Work Construction Of New SFR Completion Date Emergency Repairs This applicatio is submitted by: SigP n atur Print Name: Cf-Mck'QLL Address: 1064 G ood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fa) 407-647-0700 Email: sh8Yn9' "mn99h2* 1",Q0 A Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwate facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee 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 lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right -of --way. 1 h C understand the above statement and by signing this application I agree to its terns. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 V _200 Date: November 2015 ROW Usa rMvwurau nett REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - t.o 1 '? Project Name:liJ,,,r,Ar,.rs-, ,-sger-4a. Project Address:_ -6%5L+ ", , k--my-uL, Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. if the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. P ' t Owner/Tenant Signat wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Pri f t Na a of Gen. ntractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # Oft a5ier 600k- Print Name of El. Contractor` gna l. Contractor ao03a9 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on / / Rev. 02/10/15) MUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1-15 -1 6 I hereby name and appoint: 'Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 9 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder.:loY STATE OF FLORIDA COUNTY OF Seminole The fo,regoing instrument was acknowledged before me this L, day of S s,IY'ci200byRobertWilletswhoisgpetsonallyknown to me or o who has produced as identification and who did (did not) take an oath. jheyne M angelN , r, NOTARY PUBLIC aosi6[e Q2Qr!Qe-1 STATE OF FLORIDA Print or a name Commit GG113111 4-CE is Expires 6/21/2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) 0 FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Met d 00 o\)%LDIA1,-'S. Project Name: Lot 101 - 1981 TL Builder Name: Starlight Homes Street: 3854 Loon Ln Permit Office: Seminole County SANFORD City, State, Zip: Sanford , FL, 32773 t'brreC Permit Number. # ' 1 2 O45Owner. S-V0,0 ht Design Location: FL, Sanford Jurisdiction: fr W RT` SeminoleCounty:: (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. WA R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft' 6. Conditioned floor area abov_e.grade (ftl) 1981 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. WA ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types' (1981.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 58.54 Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and STgl6thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis D THE i p Code. calculation indicates compliance 4i h _ f ed vo, with the Florida Energy Code. O PREPARED BY: 7' Before construction is completed DATE: - / this building will be inspected for I a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy de. COp WE OWNER/AGENT BUILDING OFFICIAL: DATE: 0DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/171201811:04 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 101 - 1981 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State. Zip: Street Address 101 Wyndham 3854 Loon Ln Seminole Sanford , FL, 32773 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Inl Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blocki 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.3 ft 0 1981 fit 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood 1/17/2018 11:04 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 - WALLS Adjacent Space Cavity Width IA/All Impe Ef n Ft Height in Area Sheathing Framing Solar Below R=Value-Fractio 1 2 3 4 5 S W N E S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 24 9 9 4.1 48 9 9 4.1 44 9 9 4.1 60 0 9 13 31 3 9 4 231.0 ft' 4 455.0 It' 4 417.7 ft' 4 560.0 ft' 4 291.7 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 S Wood Main S Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft' 19.411' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Omt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 S 1 None Low-E Double Yes N 3 None Low-E Double Yes N 3 None Low-E Double Yes N 3 Vinyl Low-E Double Yes E 4 None Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 . 0.25 N 0.34 0.26 N 30.0 ft' 1 ft0 in 30. 0 ft' 1 ft0 in 30.0 ft' 8 ft 0 in 48.0 ft' 8 ft0 in 30.0 ft' 1 ft0 in 1 ft0 in None 1 ft0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 It 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF: 8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/17/2018 11:04 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50981 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS V. Supply — Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 cl m 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb Mar HFeb Mar r Apr Ma Jun Jul Au MayJunJulAugX Se SepOct Nov Oct WNov Dec Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) 80 80 78 78 78 78 78 78 78 78 78 78 PMCooling ( WEH) 78 78 78 78 78 78 PM7878787878 78 Heating ( WD) AM 66 66 66 66 66 68 68 66 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Healing ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 17/2018 11:04 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3854 Loon Ln, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 fl' b. Frame - Wood. Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. WA R= it' 4. Number of Bedrooms 4 d. WA R= Its 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1981.00 ft' 6. Conditioned floor area (113) 1981 b. WA R= ft" 7. Windows" Description Area c. N/A R= III11. a. U-Factor. Dbl, U=0.34 Ducts 120.00 it' a. Sup: Attic, Ret: Main, AH: Main R ft' 6 396.2 SHGC: SHGC=0.26 b. U-Factor. Dbl. U=0.58 48.00 8' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor. WA ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. 1Factor. N/A fl' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' a. Electric EF: 0.95 b. WA R= ft' b. Conservation features c. N/A R= ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. I Builder Signature:yjQQ ff Date;3 Address of New Home: .Rx I coni M.A City/FL Zip:, Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 11:04 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 101 - 1981 TL Builder Name: Starlight Homes Street: 3854 Loon Ln Permit Office: Seminole County City, State, Tip: Sanford , FL , 32773 Permit Number. Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be Insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be Installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subficor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous Insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crewispace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind nin*na and wirino- Exterior walls adjacent to showers and tubs shallShower/tub The air barrier installed at exterior walls adjacent to showers and on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and wails or ceflun s- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 1/17/2018 11:04 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 101 - 1981 TL Builder Name; Starlight Homes Street: 3854 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.fL Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and Rue 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. MNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0. (9). or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 71-R 1/17/2018 11:04 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 101 - 1981 TL Builder Name: Starlight Homes Street: 3854 Loon Ln Permit Office: Seminole County City, State, Zip: Sanford , FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct Total Conditioned Floor Area) System Tested On (Out) must be less than.or equal to the required On (Out). I certify the tested duct leakage to outside. On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 1/17/2018 11:04 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 a- '-IV wrightsoft° Project Summary Job: Starlight -Wyndham J 7 Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-N6-3729 Email GRenner@energyair.com Web: www.energoir.com For: Lot 101 - 1981 TL, Starlight Homes 3854 Loon Ln, Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db - - 70 OF Design TD 26 OF Heating Summary Structure 17497 Btuh Ducts 1538 Btuh Central vent (65 cfm) 1830 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Infiltration Method Construction quality Fireplaces Area (ftz) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Semi -tight 0 He1983 Co1983 18498 18498 0.26 0.14 80 43 Heating Equipment Summary Make. Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 37 OF Backup: 8.2 HSPF 28600 Btuh @ 47°F 899 c 0.047 cfm/Btuh 0.50 in H2O Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 15330 Btuh Ducts 2048 Btuh Central vent (65 cfm) 1248 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 18627 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Ducts 197 Btuh Central vent (65 cfm) 1917 Btuh Outside air Equipment latent load 4391 Btuh Equipment Total Load (Sen+Lat) 23018 Btuh Req, total capacity at 0.75 SHR 2.1 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.81 Input = 6 kW, Output = 19028 Btuh, 100 AFUE Bold/irelic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018•Jan-17 11 09 35wrilghtSofVRight-Sulte® Universal 2017 17.0.28 RSUD25M Page 1 ACCA ..Specific\Wyndham Preserve\Lot 101 - 1981 TL.rup Calc = MJ8 Front Door laces N wrightsoft', Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air. Cl, Orlando. FL 32810 Phone: 407-888.3729 Email: GRenner®energyaircom Web: wmv.energyair.corn For: Lot 101 - 1981 TL, Starlight Homes 3854 Loon Ln, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 4/14/2017 By: Plan: 1981 S Outdoor design DB: 92.6"F Sensible gain: 18627 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9"F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 23018 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 108% of load Latent capacity: 6015 Btuh 137% of load Total capacity: 26119 Btuh 113% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1OF Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 2018Jan-17 11:09 35 wrightsoft, Right -Suite® Universal 2017 17.0.28 RSU02634 page 1 ACCK ...Specific\Wyndham Preserve\Lot 101 - 1981 TL.rup Cale = MJ8 Front Door faces: N Duct System Summary Job: Starilght - Wyndham wrightSofte Date: 4/14/2017 Entire House By: n' Energy Air, Inc Plan: 1981 S 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web. wvrn.energyalr.com Project Information For: Lot 101 - 1981 TL, Starlight Homes 3854 Loon Ln, Sanford, FL 32773 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.165 in/l00ft 0.165 in/l 00ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 170 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 be 2 c 145 3 7 0.193 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 c 1396 56 72 0.181 6.0 Ox 0 VIFx 29.4 125.0 st2 bed4 h 2353 111 79 0.181 7.0 Ox 0 VIFx 29.5 125.0 st3 br3-A c 1267 56 66 0.177 5.0 Ox 0 VIFx 33.2 125.0 st3 foyer h 1292 61 58 0.332 5.0 Ox 0 VIFx 9.3 75.0 kit -din -Fern c 2388 94 124 0,198 7.0 Ox0 VIFx 21.4 120.0 stl kit-din-Fam-A C 2388 94 124 0.193 7.0 OX 0 VIFx 25.2 120.0 stl kit-din-Fam-8 c 2388 94 124 0.189 7.0 Ox 0 VIFx 27.8 120.0 stl laun C 864 15 45 0.329 4.0 OX 0 VIFx 10.0 75.0 m be h 743 35 24 0.177 4.0 OX 0 VIFX 33.1 125.0 st2 m br h 3013 142 96 0.171 7.0 OX 0 VIFx 33.4 130.0 st2 m %vic h 1413 67 36 0.165 5.0 OX 0 VIFx 39.9 130.0 st2 vAc2-A c 49 1 3 0.181 4.0 Ox 0 VIFx 29.6 125.0 st2 WO -A h 533 25 14 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 vAc4-A h 955 45 29 0.175 4.0 Ox 0 VIFx 40.4 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 281 371 0.189 679 10.0 0 x 0 VinlFlx st2 Peak AVF 302 231 0.165 553 10.0 0 x 0 VinlFlx st3 Peak AVF 241 195 0.174 545 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2018-Jan-17 11:09:35 wrightSoR• Right-Sulte® Universal 2017 17.0.28 RSU02534 Page 1 40:K ...SpecificMyndhem Preserve\Lot 101 - 1981 TL.rup Calc - W8 Front Door faces: N 46 Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx MQjM wrightSoft• Right -Suite® Universal 2017 17.0.28 RSUD2534 ACCK ...Speciric\Wyndham Preserve%Lot 101 - 1981 TL.rup Celc = MJ8 Front Door laces: N 2018-Jon-17 11:09:35 Page 2 Job M Starlight - Wyndham Performed for: Lot 101 - 1981 TL 3854 Loon Ln Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018Jan-17 11:09:55 m Preserve\Lot 101 -1981 TL.rup 1-1/2" VTR 1-1/2" VTR VTR AUTO VENT I Ski 00, N PLAN ' 1981 PLUMBING RISER DIAGRAM v_ WYNDHAM PRESERVE - LOT 101 ZONINZNePLOTPLAN m`o II cal ow a M 06 w TRACT AcW a..,c ryry N89043103•E 60.00' tiry a) J ORM BOUNDARY UN£ OF LOT wi W O t z, Z LOT 101 L m § ARJ J">. r, O 7,080 S.F. t oleo Bundling Setbacks ryh Setbacks: Per construction plans forP WYNDHAM PRESERVE", City of Sanford, 1 PAD Seminole County, Florida. 7,7' Front - 22.7 22.0 Rear - 20', 7.7' 1 as PATIO Side - 7.5' DIMENSION NOTE: Proposed building dimensions shorn hereon are of the exterior. WYNDHAM PRESERVE LOT 101 EIPU ING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown h8reon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. LOT AREA CALCULATIONS LOT = 7,080 SQ.Fr. LIVING AREA= 1,931 SQ.Fr. GARAGE = 402 SQ.Fr. ENTRY = 78 SQ.Fr. DRIVEWAY = 441 SQ.Fr. PATIO = 182 SQ.Fr. WALKWAY = 44 SQ.Fr. pp SQ.FT. IMPCERrAOUS= 4 44 .3X SOD-0S = 3,943 SQ.Fr. OFF LOT AREA CALCULATIONS 0/w = 1,549 SQ.Fr. APRON = 114 SQ.Fr. SIDE111kx - 308 SQ.Fr. SOD - 256 SQ.Fr. iTOTAL AREA 29 DRIVEWAY - 555 SQ.Fr. SIDt1 = 352 SQ.Fr. SOD-_ 4, 199 SQ.Fr. I a 04 ULV14DATE ""y 3 1 Ok to construct single family hom with setbacks and impervious are shown on plan. 44. 3 "/, , ,,,p. Iq S t lopka1 0. -Tr Cr-L PROPOSED 1 STORY RESIDENCE w 3854 LOON LANE p0 - LOT 10201981 OPHELIA c 1(6 i o ELEVATION - T TRACT A GARAGE -LEFThFFE-- 26.8 V% 10 00 6.7 N e. 7. 7' 20.0 R 18.0 7.7' 16.0' 4. r% oa O3 10, UTILITY EASEMENT (P) / 17 y M •. c CON pps f0 .. , tooPCP Q, 291. 64' PCP o, O,9 l I/ SBW43' 03'W NAB Or.- •'4Ly NC 4'@ CURVEDATA TABLE NO. RADIUS DELTA ARC CHORD BEARING Cl 125. 00' 024'00'32" 52.38' 52.00' N 78'16'41" W C2 100. 00' 09700'00" 157.08' 141.42' N 45'16'S7" W LEGEND-.ADUSSD- Access/Dralnoge/UUrdies/Sidewalk r /Sight D'kstance Easement PRM-Permanent Ref. Monument PCP -Permanent Control Point FP&L- Florldo Power & tight Piet • FFE - Finish Floor Elevation D. .-Deed Book Water Meter O. .-O[ licial Records Book N-Water Volvo P.B. - Plat ggpk iiFlre Hydrant Pg.-Page " RVE—Reclaimed Water Meter Elev.-EleWon RC04-Reclaimed Water Volvo Cone.-Concrgtg Cable Box BP -Brick Paver m-Telephone Box SW-Sidew11ilt m- Ell knit Box FFE-Fin' sh Floor Elevation Utility Pole CI -Curb GTI inlet Guy Pole Pole Grate CopP.U. E.-Public AMIIV Easement Light Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G—Sonitory Sewer Manhole SF -Square Feet ON*-Electrte Handhole D.U. E.-Dminoyya, 1:11% EasementCOo-Clean Out FMGD-MAG WAI &DISK XV04-Inigation Control Valve P.K.- Parker Kolon Nall p -Sign SIR -Set 1/2' iron Rod LB7768 YDG-Gate Water Volvo SPKD-Set P.K. & Disk L97768 Gos Meter FIR -Found 1/2' Iron Rod LB7768 11-Existing Grade LINE DATA TABLE NO. BEARING LENGTH L1 S 89.43'03" W 9.14' SURVEYOR'S NOTES: I. Current title irdormalion an the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this Plot plon. 2. Roods, walks, and other similar items shown hereon were taken from engineering plerre and are subject to survey. 3. Elevations shown hereon are in foot 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 'VPMDHAM PRESERVE City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to molter; shown on the construction plans for `WYNDHAM PRESERVE. City of Sanford Seminole County, Florida. S. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) 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 "r DESCRIPTION: LOT 101, according to the plat of'WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida FlP-Found 1/2' Iron Pie LB7768 a-Bk>w-off VoNe ,o0%liS9o11oovee 555 Winderiey Place, SUft@ 109 FPKD-FoundP.K. Nail & lek LB7768- -_-Droinage Flow Direction o 1EL 1i• Maitland, FL32751 FCM-Found4'x4' Concrete Proposed Design Grade • Fly Monument PRM L87778 As -Built/ Grod .' UNLY Phone: (321) 270-0440 Note: Some items in above le en m not be a licable tv ; REVISIONS g •. A Fax: (813) 248-2266 Description Date Dwn. Ck'd P.C. Order No. , r eitmittii glDNI' Licensed Business No. LB 7768 y RHO: CL. q I GeoPoint Surveying,' lnc. ed Xmes D. te1RJ U ' LS6915 Drown: JE Checked: JDL P.C.: Data FlIe:BrtsonEasi-Rot RIDA PROFFSSIONA: ili YOR .e&MAPPER NO. Date: 01/20/ 18 Dwg:94m rant-lotiol Order No.: — NOT VAUD WRHOUT THE SIGNATURE AND THE ORIGINAL 44^21 1 1RAISED SEAL OF A nDRIDA UCENSED SURVEYOR AND A= SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bit. — le - FI'w•. onr j ilk RECORD COPY r Nct l pvf+AL 1„11cE+R ELECTRIC Ashton Woods Homes Winter Haven, Lake Wales, Seminole 1981 Starlight LOAD CALCULATION May 26, 2017 r : I •;' r 1. HVAC LOADS INEC 2011 - 220.82(001- M) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR [J 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER r@ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA IL GENERAL LOADS INEC2011-220.82(B)(1)-(411 LIGHTING 1981 Sq Ft @ 3VA/Sq. Ft 5.94 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER NvoING 5.00 1 WATER HEATER (1) 0J 450 4.50 KVA 0 1 WATER HEATER (2) 4 DISHWASHER 4.50 1.20 1 20 KVAinLtA I DISPOSAL(1) 2 0.80 0.80 KVA 0 DISPOSAL(2) OEFAR rc. 0.80 0 RANGE/OVEN (1) 720 1 RANGE/OVEN (2) 1 5 1200 12.00 KVA COOKTOP CIRCUIT 1 1i 720 SUMMER KITCHENUENAIR GAS 1 50 1 MICROWAVE CIRCUIT # 250 2.50 KVA 0 JACUZZI TUB CIRCUIT 480 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 3644 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 1000 KVA REMAINDER (GENERAL LOADS) Can 40% 10.58 KVA SUB -TOTAL (GENERAL LOADS) INEC 2011 - 220.82M)l 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(A)) 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS I a .' RECOMMENDED SERVICE SIZE ' 150 'AMPS M1I MiTek' RE: W PO101 - W PO101 Site Information: Customer Info: Starlight Homes Lot/Block: 101 Address: City: Sanford Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY Project Name: W PO101 Model: 1981 Subdivision: Wyndham Preserves State: Florida MITek USA, Inc. 6904 Parke East Blvd, Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# D Truss Name I Date No. Seal# ITruss Name I Date 1 1 T13026342 1 A01 1/23/18 18 T13026359 CJ5A 1/23/18 12 1 T1 3026343 1 A02 1 1/23/18 119 I T13026360 I EJ7 1/23/18 1 13 I T13026344 I A03 1 1/23/18 120 I T13026361 I EJ7B 1 1/23/18 4 IT13026345 A04 1/23/18 21 T13026362 1 H1 1/23/18 5 T13026346 A05 1/23/18 22 T13026363 HJ7 1/23/18 6 T13026347 A06 1/23/18 23 T13026364 V3 1/23/18 7 T13026348 A07 1/23/18 24 T13026365 V5 1/23/18 18 I T1 3026349 1 A08 11/23/18 1 1 1SANFORD 1 8_ 0u1LDi1, c OgRTti 1 1 4 9 I T1302635O I A09 11 /23/18 10 IT13026351 A010 1/23/18 11 T13026352 A011 1/23/18 12 IT13026353 A012 1/23/18 13 T13026354 A013 1/23/18 14 T13026355 CJ 1 1/23/18 15 1 T13026356 CJ3 1/23/18 16 T13026357 1 CJ3A 1/23/18 17 T13026358 1 CJ5 1/23/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certificationthattheengineernamedislicensedinthejurisdiction(s) identified and that the designs comply with ANSI/rPI 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/rPI 1, Chapter 2. A/ e No 0 ' 1Z NA%%,• fee111111%` Thomas A. Albanl PE No.38380 MITek USA, Inc. Ft. Cert 6634 6904 Parke East Blvd. Tampa R . 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply WPO101 A01 Hip Girder 1 1b 120101T13026342 Reference (optional) tsudaers mrstaource, Tampa. ream city. rionoe-"000 "'—'- V ,.... • ..., o.. ..•••... ,• - •.o .,• •. •--.- . •-e- . IDAxiZSyO5pnperCOHML 1091zP836.5hzIJIBiKF04ZxV2ZEmg2zAexI KHvmiLwcd4iOzsY9v t-0 4.2-3 7.0.0 t2.1.15 17.2.1 22.4.0 27.5.5 32.6-t1 37-8.0 40.5.13 44.8.0 B 0 10. 4.2.3 2.913 S1.15 SO3 51-15 St-5 S/•5 5.1.5 2.913 4.2.3 00 Scale a 1:76.4 5.00 12 2x4 II 4 26 27 5 28 29 2x4 II 5x6 WB= 20 II 6 30 31 78 32 33 9 34 35 10 36 37 11 3x4 4x6 = 25 24 38 39 23 40 41 22 21 42 43 20 44 45 79 1846 47 W 48 49 15 15 4xe = 2x4 II 06 = 20 II . 700 = 2x4 it 44 = 20 II LOADING (PSI) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.10 16-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ven(CT) -0.19 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Hot-z(CT) 0.06 13 rVa rUa BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD 4.8: 20 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS WEBS 20 SP No.3 OTHERS 20 SP No.2 REACTIONS. (lb/size) 2=1218/0-8-0, 2D=4357/D-8-0, 13=1217/D-8-0 Max Hor4 2-46(LC 32) Max Uplift 2=-406(LC 8), 20=-1471(LC 4), 13=-409(LC 9) Max Grav 2=1224(LC 19), 20=4357(LC 1), 13=1224(LC 20) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2451/802, 3-4=-2319/802, 4-5— 1960/699, 5-6— 19591699, 6-7=-846/2625, 7-9=-846/2625,9-10=-1964/698,10-11=-19641698,11-12=-2318/801,12-13=-2449/810 BOT CHORD 2-25-726/2200, 24.25— 726I2200, 23.24-674/2148, 21-23=-56/330, 20.21-56/330, 19-20-51/310, 17-19=-51/310, 16.17-669/2147, 15.16=-687/2198, 13-15-687/2198 WEBS 4-24=-SW603, 5-23-579/355, 6-23--639/1893, 6-21=0/349, 6-20=-3339/1129, 7-20=-672/408, 9.20=-3325/1126. 9-19=0054, 9.17-647/1912, 10.17-580/357, 11-16-87/601 PLATES GRIP MT20 244/19D Weight: 264 lb FT = 20% Structural wood sheathing directly applied or 3.5-6 oc pudins. Rigid ceiling directly applied or 8-8-0 oc bracing. 1 Row at midpi 6-20, 9-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf: h=1511; Cat. II; Exp C; Encl., GCpI=0.18: MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5xB MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2, 1471 lb uplift at joint 20 and 409 lb uplift at joint 13. 4 ly Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING • Verily dagen psnmrorwa and READ NOTES ON THIS AND INCLUDED f4REK REFERANCE PAGE W?473 rev. 109 MIS BEFORE USE Design valid for use only with boleti® conneclom this design Is based only upon parameters shown, and Is lot an Individual LrMelp component. not a hue system. Boloro tee. the btillalhsg designer must verify the appllcabalry of doslgi parer reteia and piolxMy incorporate this design Into the ovouall building design. Boeing Indicated Is to txevenl bucking of hnWvldtxl tnns web and/ow chord members only. Additional temporary and permanent bracling MiTek' 6 always reci lied for slMlilly, and to prevent collapse wllh pos*Ao personal friary and properly damage. For general AtWance regadng Ito la"Icolion, storage. delivery. orectlon and bxact ng of fnuwA and muss systems, seeANSI/IPI I WaBry Cdlerb, DSB-89 and BCSI Bunding Component 6904 Parks E4s1 Blvd. Safely Infonnallon ovaaable from line Rate bullNte. 218 N. lee Sheol. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply Wolof A01 Hip Girder 1 1 0101T13026342 Reference (optional) Buildets FlrslSOurCe, Tampa, Plant Gfty, htonoa 3Jbbb o. wv a F .a ay.. •.•• , on ,..vwo.••v. •• • •.o • .. ,.• ••. -- •- ^o- - ID:4xiZSyOSpnperCOHML1Og1zP836-Shz1JIBIKF04ZxV2ZEmg2zAexl KHvmiLwcd4iOzsY9v NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0.0, 105 lb down and 107 lb up at 9.0.12, 105 lb down and 107 lb up at 11-0.12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15.0.12, 1051b down and 107 Ib up at 17-0-12, 1051b down and 1071b up at 19.0.12, 105 lb down and 107 lb up at 21-0-12, 105 Ib down and 107 lb up at 22-4-0, 105 lb down and 107 lb up at 23.7-4, 105 lb down and 107 Ib up at 25-7.4, 105 lb down and 107 lb up at 27-7-4, 1051b down and 107 lb up at 29-7-4, 1051b down and 107 Ib up at 31-7-4, 105 lb down and 107 lb up at 33.7-4, and 1051b down and 107 Ib up al 35.7.4, and 2001b down and 202 Ib up at 37-8-0 on top chord, and 320 lbdown and 109 lb up at 7-0.0, 81 lb down at 9-0-12, 81 1b down at 11- 0-12, 81 lb down at 13-0.12, 81 lb down at 15-0.12, 81 lb down at 17-0.12, 81 lb down at 19.0-12, 81 lb down at 21.0.12, 81 lb down at 22-4-0, 81 lb down at 23-7-4 81 lb down at 25.7-4, 81 lb down at 27.7-4, 81 lb down at 29.7-4, 81 lb down at 31.7-4, 81 lb down at 33.7.4, and 81 lb down at 35-7.4, and 320 lb down and 109 Ib up at 37.7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.11=-54, 11.14= 54, 2.13_ 20 Concentrated Loads Qb) Vert: 4=-153(B)11=-153(B)24=-320(B)6=-105(B)21=-58(B)20=-58(B)7_ 105(B)19_ 58(B)9— 105(B)16— 320(B)26_ 105(B)27— 105(B)28=-105(8) 29=- 105(B)30=-105(B)31=-105(B)32=-105(B)33=-105(B)34=-105(8)35=-105(B)36=-105(B)37=005(B)38=-58(B)39= 58(B)40=-58(B)41=-58(8)42=-58(8) 43=- 58(B)44_ 58(B)45=-58(B)46=-58(B)47=-58(B)48=-58(B)49=-58(B) 0 WARNWO • yaOY dae/en pnemowv and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PACE 61/14473 mv. IM302015 BEFORE USE Design valid lot use only vAlh WekS connectors. this design Is Iced only upon paarnetors shown and Is for an MK4dual building component. not a truss system. Before use, the IxAdng designer must verily the applicawlly at design paanelers and pwpedy Ineomorate fhb design Into the overall btlk9ng design. Bating knd;cated is to txevenl budding of Individual truss web and/or chard members only. AdUtbnal le mpotatry and pennanent bracing MiTek' Is atways requked lot stability and to prevent collarxe with Pos*Ae personal k*wy and property damage. For general guidance regadlog the slaarga, delivery, erection and bacfrng of tnrarss as andlnsystemssaaANSUTPlI OuaBly Criteria. DSB-49 and BCSI Bit" Component 69W Perk Parke s East Blvd.fabflcatlonSolely IMm aatlon ovullttble from trussRate Institute. 218 N. Lee Skeet. Stile 312, Alexandria. VA 22314. Te n• East 0 Job Truss Truss Type Ory Ply T13026343 WP0101 A02 Hip t 1 Jpob`Refarence optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:19 2018 Page 1 ID: 4xfZSyO5pnperCOHML1OglzPB36-N1 uhniH2hPu5uOXOUCOTgRzvlrmZ27uNXCgySUzsY90 1. 0.0 5 7-8 9 0.0 15.8.14 22-4.0 28.11.2 35 8.0 39.0.10 44.8.0 45 e•D 1. 0. 57-8 3.4.10 6 8.14 6.7.2 - 6.7.2 f>8 ld 3-4-10 5.7.6 1-0.0 Scale n 1:76.1 20 11 6xe = Sxe = 5x8 = Sxe = 5. 00 12 8x8 - 4 5 6 7 8 9 pw Is Sx6 = 17 Sx8 = 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 FBC2017rrP12014 LUMBER - TOP CHORD 20 SP No.2 'Except' 4. 6,6-9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 16 15 14 13 TOO = Sx8 = 7x10 = 5xe = 3C - Sx6 = CS1. DEFL in poc) Vdefl Ud PLATES GRIP TC 0.74 Veri(LL) -0,33 15 >999 240 MT20 244/190 BC 0.26 Verl(CT) -0.61 15 >863 180 WB 0.52 Horz(CT) 0.13 11 n/a n1a Matrix- SH Weight: 277 lb FT = 2046 BRACING - TOP CHORD Structural wood sheathing directly applied or 2.9.9 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. WEBS 1 Row at midpt 5.17, 8.13 REACTIONS. pb size) 2=1700/0-8-0, 11=1700 0.8-0 Max Horz 2=-57(LC 13) Max Uplift 2=-477(LC 8), 11-477(LC 9) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3-35982258, 3-4=-33952064, 4-5-315311963, 5.7=-4957/2959, 7-8=-4957/2959, 8-9=-3153/ 1963, 9-10-33952064, 10.11=-3598/2258 BOT CHORD 2. 17-1996/3246, 16-17= 2504/4521, 15-16=-2503/4524, 14-15-2471/4524, 13-14=-2472/ 4521, 11.13=-1900/3246 WEBS 3-17=- 162/349, 4-17=-578/1022, 5-17- 16351932, 5-15- 279/562, 7-15- 340293, 8.15=-280/ 562,8.13=-1635/931,9-13=-57811022, 10-13=-162/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5.0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & 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 pst 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-D-D wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=Ib) 2=477, 11= 477. e 12 - lg Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23, 2018 Q WARNING- Verify drvdpn panmMoro and READ NOTES ON TM AND WCLUDED MI EK REFERANCE PAGE 01,111•7473 mv. 1003MIS BEFORE USE REACTIONS. pb size) 2=1700/0-8-0, 11=1700 0.8-0 Max Horz 2=- 57(LC 13) Max Uplift 2=- 477(LC 8), 11-477(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2. 3-35982258, 3-4=-33952064, 4-5-315311963, 5.7=-4957/2959, 7-8=-4957/2959, 8-9=-3153/1963, 9- 10-33952064, 10.11=-3598/2258 BOT CHORD 2.17-1996/ 3246, 16-17= 2504/4521, 15-16=-2503/4524, 14-15-2471/4524, 13-14=-2472/4521, 11. 13=-1900/3246 WEBS 3-17=-162/349, 4-17=-578/1022, 5-17- 16351932, 5-15- 279/562, 7-15- 340293, 8.15=-280/562,8. 13=-1635/931,9-13=-57811022, 10-13=-162/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS ( envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5.0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & 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 pst 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-D-D wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=Ib) 2=477, 11=477. e 12 - lg Thomas A. Albani PE No. 39360 MITek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING- Verify drvdpn panmMoro and READ NOTES ON TM AND WCLUDED MI EK REFERANCE PAGE 01,111•7473 mv. 1003MIS BEFORE USE Design valid for use orgy vAlh Mllek® connoclon. lhk design Is based orgy upon paamelem shown, and Is for an Individual trAdhig Component not a liras system. Before uso, the building designer mint vody the or)OIcobily of design prnamolon and properly Incaporale Ink design Into the overall bWdhng design. Macho Indicated Is to buckling of individual truss web aril/or chord members only. Adcatlonal temporary and permanent bracing MITek Ixovent is always rec"iedfor sloblilly and to prevent collapse vAlh possible personal h1kaY and Ixoperty, damage. Fa general guidance regadhng the 6904 Parke East Blvd. k" Icatim storage. delivery. erectionandIxoehlgofteasesandteassystems, sovANSVTP1I Cuddy Criteria. DSB-89 and BCSI Building Component Tampa. FL 33610 Safety Irdormollon avcDable horn leasPlateInstitute. 218 N. Lee Sheet. Sudte 312. Alexan dr$O. VA 22314. Job Truss Truss Type Oty Ply T13028344 W120101 A03 Hip 1 1 IWPOIOIJobReference (optional) tlUllaefs rrrsibource, Tampa, mani l.iry, r'roaoa .3Jooa v. iw a v v ,a w o... ... ... ....•. .-.o., - • -e- ID:41dZSyO5pnperCOHML 1 Og 1 zPB36•sDS3_t HgSjOyW A6a 1 vviNf V2W F7BnNLXmsZV_wzsY9n t1•o0 18.7.4 26.0.12 33.8.0 39-6.10 44.8.0 8- 1-0 S7.6 5/0-10 7.7.4 7.58 7.7.4 51010 51.6 0 Sx8 = 5.o0 12 4 2x4 II 4x6 = 3x8 = 5 6 7 Sx6 = 8 Scale a 1:76.1 3x4 3x4 3 9 2 d Sx6 = 19 18 17 16 15 14 13 12 Sx6 = 2x4 II 4x6 = Sx8 = 5x8 = 20 II Sx8 _ 5x8 = 20 II LOADING (psq 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 FBC2017lrP12014 CSI. TC 0.83 BC 0.24 WB 0.89 Matrix-SH DEFL. Vert(LL) Ven(CT) Horz(CT) in (loc) Vdefl Ud 0.31 15.16 >999 240 0.57 15-16 >924 180 0.11 10 n1a n/a PLATES GRIP MT20 244/190 Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4.6. 20 SP M 31, 6.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 6.11.0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 7-16, 7-13 WEBS 20 SP No.3 REACTIONS. (ib(size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=-70(LC 17) Max Uplift 2=-457(LC 8), 10- 457(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3637/2278.3.4= 3239/1977, 4-5=-38742397, 5.7-3874/2397, 7-8=-2954/1893, 8-9=-3231/1970, 9.10=-36412283 BOT CHORD 2-19=-2031/3291, 18-19=-2031/3291, 16-18=-15932943, 15.16=-2095/3887, 13-15= 2095/3887, 12.13-1937/3295, 10.12-1937/3295 WEBS 3.18=-386/469, 4-18-149/406, 4-16=-626/1198, 5.16-429/369, 7.15=0/301, 7-13=-1204/638, 8-13=-451/875, 9-13= 398/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5.1.6, Extedor(2) 5.1.610 45.8-0 zone; cantilever left and right exposed end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=11b) 2=457, 10=457. Thomas A. Albani PE No.39380 WTO USA, Inc. FL Celt 6634 8904 Parke Ent Blvd, Tampa FL 33610 Date: January 23,2018 A WARNING • Vwfry deOgn pwamerwa and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MN67473 my. MOMIS BEFORE USE. Design valid lot use only with MIIeM cmneClors. IM design Is based only upon parOmelem stsown, and b for an bdlVldurl building component. rot a Rtnss system. Before too. the building designer must vorlty the "Icabilty of do3lgn Ixncareters and propeny Incorporate alb design Into the overall btrilding design. ®oiling trxAcaled Is to povonl DucMing of InrfMdtKA hiss web orxf/or chord members only. Addlllonal temporary and pormonanl broct;V WOW Is dwwp recitlrod for stability and to povonl collapse wtlh possible personal btiury and property damage. For general 1p4datce regodng the talxMollm storage, delivery. enectlon and bracblg of trusses and truss systems soeANSVTPI I CuOly Critarlo, DSB-49 and SCSI BuUng Component 6904 Parke East Blvd. Safely frdonno0on avtllable Rom Truss Plate bnstllule. 218 N. tee Street. Sulle 312. Alexancift VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty ply T13026345 W PO101 A04 Hip 2 1 IWPOIOIJobReference (optional) tlullae16 1111510ource, r ampa, rranr wry, rrunua JJJuu v ,J. a ver ,a —, , ".., — nmvaa.va „— , vv v— cv v.. . c..... . ,.e.. ID:4xiZSyOSpnperCOHMLI Og 1 zP836•KPORCNIID08o8KhnbdOxws2EvlKsWvEg1WJ3XMzsY9m 1.0.0 7.7.12 13-0.0 19.3-4 25.4.12 31-8.0 37.0 4 44.8.0 1.0.0 7.7.12 5 4 4 634 61.8 63.4 S4.4 7.7.12 0 S Scale = 1:79.5 3x8 = Sx8 — 2x4 II 44 = Sx6 = 5.00 Fl —2 4 5 6 7 8 1.54 STP = 19 18 11 16 15 13 12 1.Sx8 STP = 4x6 = 2x4 II 30 = 4x6 — 3x8 = 20 II US = 3x8 = 2x4 II US = LOADING (psl) 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 FBC20171TP12014 CSI. TC 0.79 BC 0.78 WB 0.53 Matrix-SH DEFL. VeFI(LL) Vert(CT) Horz(CT) in poc) Udell Ud 0.33 15-16 >999 240 0.62 15-16 >848 180 0.20 10 n/a rVa PLATES GRIP MT20 244/190 Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.I 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pudins. 4-6,6-8: 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.1.6 oc bracing. BOT CHORD 20 SP No.l 'Except' WEBS 1 Row at midpt 7-13 14.17: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1700/0.8.0, 10=1700/0.8.0 Max Horz 2=81(LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3524/2169, 3-4=-2988/1873, 4-5=-3249/2076, 5.7-3249/2076, 7-8=-2720/1784, 8.9-2988/1873, 9-10-3523/2170 BOT CHORD 2-19=-1881/3157, 18-19=-1881/3157, 16.18-1430/2707, 15.16=-1719/3249, 13-15— 1719/3249, 12-13-1788/3157, 10-12=1788/3157 WEBS 3.19=0/276,3-18=-539/529,4-18=-2261416,4.16=-419/833, 5-16=-352/306, 7-13=-822/416, 8.13=-487851, 9-13=-539/530, 9-12=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. 11; Exp C; Encl.. GCpi=0. 18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5.0.0 to 45-8-0 zone; cantilever loll and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 2=437, 10=437. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 66U ON Parke Ent Blvd, Tampa FL 33610 Date: January 23, 2018 Q WARNING • VwIty dosien pmmoten and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE M -7Q9 rev. 1MMIS BEFORE USE Design valid la use Only wllh tvalek®connocbrA thls design Is based only upon fxaanetars shown. and Is foi an halNdrsal building componentt, not tx4 a busssystem. Beloeo tao. the lding designer mrnl verily no applicablity epor of design lxamelersandIxoiyInaotimateW%design Into the overall bt*dhlg design. Bracing InoMated Is to pieveni txseiding of individual km web ad/or chord members only. Adalllonal lemposay and Fwmranent bracing MiTek Is always recalled for stabalty and to Ixeveni colkraa with posslVle personal "and property, damage. For general guidance regarding the labrlcallon. slosage. dolNery. erection ad Ixacing of trusses and miss systerm. soeANSI/1PI I Quality C4terlo. OSS-69 and IICSI Built" component 6904 Parka East Blvd. Safety Intormation avc&" e kern trust; Plato kuaMe. 218 N. too Sheol. Sulle 312, Aloxardna VA 22314 Tango. FL 33610 Job Truss Truss Type City Ply T13028348 W P0101 A05 Hip 2 1 lJopb"Relarence optional) Builders FirslSource, Tampa, Plant City, Florida 33566 s.130 s Sep 15 2o17 Mi 1 ex Industries, Inc. I ue Jan 23 0/:22:22 20118 rage 1 ID:4xiZSyOSpnperCOHML 1 Og 1 zP636-ocapPjJwzKGIITGz9KyAS4bMn3eaFNapDA2c3pzsY91 1-0• 7-4•it 15-0.0 22.4.0 29.8.0 37.3.5 44.8.0 4 0• 7.4.11 7.7.5 7.4 0 7-4-0 7.7.5 7.4.71 0 Sx8 = 2x4 II Sire = Scale = 1:81.0 1.54STP= 18 1710 " 15 .-13 12 1.5ueSTP= 4tr6 = 2x4 11 06 = 30 = BMAB 30 = 20 11 4x6 = ITde LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. in hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Veri(CT) -0.59 13-15 >895 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.46 Horz(CT) 0.21 10 We rt/a BCDL 10.0 Code FBC20171rP12014 Matrix-SH Weight: 226 lb FT = 2046 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4- 5,7.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 3.17, 9-13 WEBS 20 SP No.3 REACTIONS. pb/size) 2=170010-8-0, 10=170WO-8-0 Max Horz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10- 417(LC 9) FORCES. ( lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3561/2217, 3-5=-2851/1783, 5.6=-2893/1905, 6.7-2893/1905, 7-9=-2851/1783, 9. 10=-3561/2217 BOT CHORD 2.18=-1933/3197, 17-18=-1933(3197, 15-17=-1325/2562, 13-15=-1306/2562, 12- 13=-1840/3197,10.12=-1840/3197 WEBS 3-18=0/314, 3.17=-704/660, 5-17=-198/491, 5.15=-266 600, 6.15=-443/372, 7- 15=-266/600,7-13=-198/491,9.13=-704/660,9-12=01314 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpI= 0.18; MWFRS (envelope) and C-C Corner(3) -1-0.0 to 5-0-0, Exlerlor(2) 5.0.0 to 45.8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 2= 417, 10=417, Thomas A. Alboni PE No.39360 MiTsk USA, Inc. FL Coil 6634 6904 Parka Elio Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING . Vwlly dedpn parameters and READ NOTES ON THIS AND WCLUDED AMK REFERANCE PAGE A067073 rev. rOMWIS BEFORE USE Design valkl for use only with MIIeIrW corvhectors. This design Is lXssed only upon Ixaameters shown. and Is toe an kx9vidual Ix c" component. not a hues splarn. Belore use. tho btAldng doslgnor meal verify Iho q)0lcal1111y of doslgn paanoters and property koogwnate this design Into Iho overall kxAdkhg doslgn. aackhg Indicaled Is to prevent buckling of I dlvIdual Intss web and/or chord members only. Additional lomporary and permanent beachlg WOW is always required fa stahalty and to txevent collapse with poss"o personal k*xy and pxoporty, danoge. For general gt4 dance rogaudirV the 6904 Porke East Blvd. kAxicatlon, storogo. dol". erection and IAackhg of hussas and buss systems, soeANSVWI I Cuatly, Criteria. DSB-87 and SCSI Building Component Terrpo. FL 336t 0 SafetyInlormatonova0rsbleDomtrussPlatoInstlMe. 218 N. Lao Shoot. Suite 312. Alexandrlo. VA 22314. Job Truss Truss Type Oty Ply WP0101 A06 Hip 2 1 01011713026347 Reference o tional Builders FirSlSourCe, Tempe, Plant City, Florida 33566 t"'su 5 7eP la ZV n / mr I tlR InUV511rtl5. r16. r Vtl JGII LJ V/.GG.GJ cv, o Kayo . ID:4xiZSyO5pnperCOHMLIOglzP836-Go8Bd3KYkeOWNdr9j2TP7H7bMSz1 olzSgo9bFzsYgk 1.0 5-17.10 71.8 15 77.0-0 22.4.0 27.8.0 32-1t•t 38-8 6 44.8 0 •8• 0 5 11-10 59.5 5.3-1 5.4.0 5.4-0 5 3 1 S0.5 5.7".70 •0- 5.00 FI2 Sx6 = 3x8 = 54 = Scale = 1:78.0 18 17 16 3xE 3x4 = 4x6 = 2x4 II 3x8 = 3x4 = r• 1a 4x6 = 7.11.1 17•e•0 Z[-a•V [/-o-u Jo-o-ra 7.11.1 9015 54.0 54-0 9015 7.11.1 Plate Onsets (X.Y)-- 2:0.4.2,0-1-eL(8:D•3.0.0-2.4),Ie.0-3.0,0.2.41,112.0-4-2 0.1-81 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ven(LL) 0.31 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Ven(CT) -0.62 18-20 >852 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.21 12 n/a Na BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 244 lb FT = 20% LUMBER- BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 7-18, 7-16 REACTIONS. lb/size) 2=170W0-8.0, 12=170010.8.0 Max Horz 2=104(LC 12) Max Uplift 2=-418(LC 12). 12=-418(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3562/2280, 3-5=-3380/2197, 5-6=-2635/1724, 6.7_ 2391/1651, 7.8=-2391/1651, B-9=-2635/1724, 9-11=-33802197, 11.12=-3562/2281 BOT CHORD 2- 20=-2010/3200, 18-20=-1586/2794, 17-18=-12892526, 16.17=-1289/2526, 14-16- 15502794, 12-14-1916/3200 WEBS 3-20=-222/369.5-20=- 306/485, 5-18=-572/529, 6.18=-4241734,7.18=-393/166, 7-16=-393/166, 8-16=-424/ 734, 9.16-572/529, 9.14-306/485, l l-14-222/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph ( 3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psh h=15fi; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0.0 to 45.8-0 zone; cantilever left and right exposed end vertical left and right exposed;C- C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (p=lb) 2=418, 12=418. Thomas A. Albani PE No.39380 WTO USA, Inc. FL Cen 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 23,2018 Q WARNING. VwI/ T doden parameter and READ NOTES ON THIS AND INCLUDED APTEK REFERANCE PAGE W7473 rev. 109=15 BEFORE USE. Do3W valld for use only with k11lak® conneclors. Ihls deslg n Is tamed only upon rxaometers shown. andis for an Individual b ldi ng comporenl, not a eras system. Before too. the building designer must verity the appIlcat%Ity of design prnamoters and properly Incomorato this design into the overall btldbV design. Bocing Indicated b to prevent buckling of 6ndNldual trill web and/or chard members only. Additional torn Wary and pemnanent tNOCkV MiTe k' is always regWred " stabelty and to prevent collapse vAlh p05>mle personal k'*ry and property damage. row general guldanco regardng the fatx1colien, storage. deWory. erecfbn arnd bracing of husses and trusssystoma seeANSV1P11 Ouoaty CrileAo, D58.89 and 8CS18u0dkng Component 6904 Parke East Blvd. 30e1y INormotlon ovmoblo from Iran Rate knstlMe. 218 N. lee Street. Salto 312. Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss Type Oty Ply WP0101 T13026348 W P0101 A07 Hip 2 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 0722:24 2018 Page 1 ID:4xiZSyO5pnperCOHML1OglzP836•k_hagPKAVxXN7nOLGl eXVgfRsJ-jIz6hUXj7hzsY9j a.0•p 7.0 4 12.7.15 + 19 0.0 25.8•0 32.0 1 37.7.12 44.8.0 4¢8 o- 7.0 4 5 7-11 6•a-1 6.6.0 6 4.1 5 7.11 7.0.4 0 3 5.00 F,2 Sx8 = sx6 = Scale - 1:81.0 1.5n8STP= 20 19 its 17 Ar't 16 70 14 13 1.Sx8STP= LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 20 II 3x4 = 4x8 = 3x4 = 3x8 = Us = 30 = 20 II r=- SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.30 17 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.95 VeA(CT) -0.55 17-19 >969 ISO Rep Stress Incr YES WB 0.40 Horz(CT) 0.21 11 n/a rVa Code FBC2017rrPI2014 Matrix-SH Weight: 243lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-16, 8-16 REACTIONS. (Ib size) 2=1700/0-8-0, 11=1700/0.8-0 Max Horz 2=116(LC 16) Max Uplift 2=-432(LC 12), 11= 432(LC 13) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-3545/2254, 3-5=-3039/1969, 5.6-2461/1649, 6-7— 2219/1594, 7-8=-2461/1649, B-10=-3039/1969, 10.11=-354512255 BOT CHORD 2.20=-1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16.17-1097/2218, 14.16-1507/2751, 13-14-1873/3179, 11-13-1873/3179 WEBS 3-20=01259, 3-19=497/485, 5.19=-182/403, 5-17-707/576, 6.17=-328/594, 7-16=-319/584, 8-16=-706/575, 8-14-182/402, 10.14-497/486, 10-13--0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VtAI=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comen(3) -1-0-0 to 5-0.0, Exterior(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 13 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=432, 11=432. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 66U 6304 Pal11e Eaat Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vedry deign parameter and READ NOTES ON TM AND INCLUDED WIEK REFERANCE PAGEAID-7473 raw 169Mi6 BEFORE USE Design Wk1 tot use only vAlh Miiek® connectors. this Gaston Is based only upon paameten shown. and Is for an edllvldK) huldhlp component. not a fitss system. Before use. the building dosignot mtnl verity the aWicabllty of design pxaaneters and Properly incolxxato this design Into the overall building design. Bracing Indicated Is to bucMbng of Individual Inrss web and/or chod members only. Adatlonal lemMon, and Wrionenl txacbng MiTek' prevent Is always iegtAied to statAlty and to txevent collaime with lxm0sle Personal "and property damage. rot general guidance iogardng ate Iabtlm Ilan. storage, delivery. erection taxi rAocing of Maws and Russ systems, seeANSVWl I Quality Crltab. D56-e9 and SCSI Buading Component 6904 Parke East Blvd. Safety =often ovdtable from truss Plate Institute, 218 N. toe Sheet. StJle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WPO101 T13026349 WP0101 A08 Hip 2 1 Job Reference (optional) euncers mrstsource, Tampa, viani wry, 1-10m111 JJaoo 0..4V a wp w CV „ ,.,,,- ,.,mow, -, •I - oao I0:4xiZSyOSpnperCOHMLIOgI zP836-CBFy2ILoGFfEdx4YgSV14TCu6GfMSjTGw8HG98zsY9i 1.0- 611.14 13.614 21.0.0 23.8.0 30.11.2 37.8.2 44.8.0 45.8- 0 6.11-14 69.0 7.3.2 2.8.0 7.3.2 69.0 6.11.14 1-0-0 Scale . 1:81.0 6.00 12 Sx8 = Sx6 = 1.5xeSTP= 18 17 to zm 15 14 rJ 12 11 /.5x8STP= US = 2x4 11 3x4 = 4x6 - 30 = 3x8 = 06 = 3x4 = 2x4 II US 611.14 13.61n421.0.0 23.60 I11.2 37f62 44.60 7. 3.2 69.0 6-11.14 Plate Offsets (X,Y)-- 2:0 4-2,0 1.8),I4:0 3-4,0 3.4],15:0.5-12,0-2.8],16:0-3-0 0-2-4),17:0 3.4 0-3-4] (9:0.4.2.0.1-8] LOADING ( psi) SPACING- 2.0.0 CSI. DEFL. in Qoc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Verl(LL) 0.31 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) •0.59 15-17 >899 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.21 9 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Maldx-SH Weight: 252 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. Qb/size) 2=1700/0.8-0, 9=1700/0.8-0 Max Horz 2=128(LC 12) Max Uplift 2=-446(LC 12), 9--446(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/2278, 3.4_ 2980/1943, 4.5=-2288/1570, 5.6=•2046/1531, 6.7=-2291/1572, 7- 8=-2979/1943, 8-9=-3552/2278 BOT CHORD 2.18=-1989/3185, 17.18=•1989/3185, 15.17_ 1511/2704, 14-15=-982/2042, 12- 14- 14OW703, 11.12= 1896/3186, 9-11_ 1896/3186 WEBS 3-18=0/275, 3-17=-556/527, 4-17=-161/459, 4.15=-844/669, 5-15=-372/594, 6. 14=-362/590,7-14=-840/666, 7-12=-160/456,8.12=-557/528,8-11=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exledor(2) 5-0-0 to 45.8.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.0ps1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=1b) 2= 446, 9=446. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke Ent Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING . Verll7 design pararmters and READ NOTES ON TNS AND INCLUDED AMTK REFERANCE PAGE MO.7673 rev. IM302016 BEFORE USE Design valid low use orty Wth Mllek® connectors. RYs design 6 based only upon parameters Mown. and Is for an trxlN d al building Component. not a hue system. Before too. Ito txgdng doslgner must vodfy the a ppliacbelty of dosigr p a anoterst and Properly fr1COwpOrae emh design Into The overall Ixading dosigi. ®acing Indicated Is to prevent buckling of UrdMdual tnm web and/or crowd members only. Additional lemporary, and permanent lxacing M iTe k' Is always reaA4red for stability and to pxovent collapse w 1lh posMo personal " and property damage. For gonoral Guidance regardfrng no Iatxlcc tbn. storage, dWlvory, eroclfon axxl txackV of fnmam and him systems. weANSI/1PII GuaON C4terfo. DSB-89 and BCS16uilding Component 6904 Parka East Blvd. Safety IMa otlon ovaDa tAo from Truss Plate Institute. 218 N. lee Sheet. Smite 312. Alexandria. VA 22314. Tamps. FL 33610 Job Truss Truss Type Oty Ply 1 T13026350 W P0101 A09 Common 7 1 lJpoboR,90farence(oplionall) Builders FirslSource, Tempe, Plant City, Florida 33566 5.00 12 8.130 S Sep 15 2017 MI I eK mauslries, Inc. I u6 Jan 23 07:zzw 201 e t ID:4xIZSyO5pnperCOHML 1 Og 1 zP836-SZNiSR N3osvysFBwytXL971Dd4OOweJYNSmNkf Ps-]B Sale 0 1:75.0 US = 18 17 10 co 15 c ,. 13 12 US = 2x4 11 4x6 = 3x8 = 3x4 = 2x4 11 30 = 06 = 1 - tg 7.1. 7.11.E16 15.7.E ZZ•4.0 ZS0•ly :foe-1v 7-7.15 6 8 10 6 8 10 7.7-15 7.411.E Plate Offsets (X,Y)-- 4:0-3.O.Edge), (8:0.30,Edge),[14:0-2-6,0,0-01.116:0-2-6.0.0.01 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) 0.32 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ven(CT) -0.51 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 rl/a n1a BCDL 10.0 Code FBC2017lrP12014 Maldx-SH Weight: 234 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2'Except' 1.4,8.11: 2x4 SP No.1 BOT CHORD 20 SP No.1 'Except' 14-16: 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (IbJsize) 2=1700/0.8.0, 10=170W0-8-0 Max Horz 2=135(LC 12) Max Uplift 2=454(LC 12), 10=-454(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD Rigid telling directly applied or 3-9-13 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 9.13, 5.15, 3-17 FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-3530/2527, 3-5=-2815/2123, 5.6-2170/1814, 6.7=-2170/1814, 7-9=-2815/2123, 9-10- 3530/2527 BOT CHORD 2-18=-2119/3164,17.18=-2119/3164,15-17=-1613/2524,13-15=-1619/2524, 12-13-2113/3164,10.12- 2113/3164 WEBS 6.15=-943/1286,7-15=-840V755,7.13=-202/492,9-13=-713/634,9.12=0/330, 5.15=-840/755, 5-17=-202/492, 3.17-713/634, 3-18=0/330 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140111ph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf;11=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0.0, Exterior(2) 5-0-0 to 22.4.0, Comer(3) 22-4-0 to 28.4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 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 psf bottom chord live load nonconcurrenl 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 buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=454, 10=454. Thomas A. Atbani PE No.39380 MiTak USA, Inc. FL Con 66U 6904 Panto East Blvd. Tampa FL $3610 Date: January 23,2018 Q WARKWO • yelly design pere,W re end READ NOTES ON THIS AND MLUDED MTFEK REFERANCE PAGE M167473 refs I&CMIS BEFORE USE Design valkf for use only With Wattle conneclols. R* design Is based only upon rrsanoters dawn, and Is for an Irx11vIWK4 building component• not a Utrss system. Boloro too. the bUldkng designer must verity tho ap Alcablity of design patentors and poperly hncorpalate thtb design Into the ov , building design. Bracing IrxAcaled Is to baclding of hnd vIclual trips web and/or chard members only. Additional lomMary and pennaanl bracing M iTek' prevent E always rogrlred for stalAlty and to prevent collapse wllh possUlo personal it*" and property damage. Fa general grldaae regarding the 6904 Parke East Blvd. kadlcolton. storage, delivery. eroetton and bracting of irises and huss spleens, soeANSVIPI I QuOly Cdterb, D3111-e9 and SCSI BuOding Component Ten". FL 33610SafetyIMomrollonavailableDornTrussPlateInstlMe. 215 N. Lee Street. Sulto 312, Alexandria, VA 22314. Job Truss Truss Type Ory Ply T13026351 WP0101 A010 Root Special 1 1 JWPOIOIJobReference (optional) tsunaers 1.1151oeulue, pampa, rrant airy, rivnua,saaoo R1 M = 5.0D 12 4 v. wv a voy w cv, • ,•,non u,way.oa, . , vo vet„ w v..cc. , v w ,.. , 700 = 20 II US = Site = 6x8 = Scale = 1:78.8 5x6 = cv 19 , v 17 16 14 13 5x6 = 44 = Sx8 = US = 20 11 Sx8 = 2x4 11 6x8 — 5D8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.82 BC 0.22 WB 0.86 Matrix-SH DEFL. Verl(LL) Vert(CT) Horz(CT) In (loc) Well Ud 0.31 16-17 >999 240 0.52 16-17 >999 180 0.11 11 rVa rl/a PLATES GRIP MT20 244/19D Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 1.4: 20 SP M 31, 5.7,7.9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-5.6 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 0-14 WEBS 20SPNo.3 REACTIONS. (lbfsize) 2=1700/0.8.0, 11=1700/0-8-0 Max Horz 2=79(LC 12) Max Uplift 2=-402(LC 9), 11— 515(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3686/2686, 3-4-3437/2465, 4.5=-3801/2723, 5-6=-4027/2771, 6.8=-4026/2770, 8.9=-2980/2234, 9-10-3251/2290, 10.11=-3643/2596 BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17.19-2101/3448, 16.17=-2309/3843, 14-16-2309/3843, 13.14=-2301/3297, 11-13=-2301/3297 WEBS 3-20=-353/550, 4-20=-380/502, 4-19=-1469/2251, 5-19-1973/1408, 5.17-438/816, 6-17-414/358, 8-14=-1056/681, 9-14-532/904, 10.14-379/486 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5.1.14, Exterior(2) 5-1-14 to 12-8.0, Comer(3) 12-8-0 to 39.6.10, Exledor(2) 39-8-10 to 45-8.0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 2 and 515 lb uplift at joint 11. Thomas A. Alban! PE No.39380 MITO USA, Inc. FL Cliff 6634 ON Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Vary dedOn perametem and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MD7473 roar. 100=15 BEFORE USE Design valid lot use only wllh Mllek® connectors. 9Ys design Is based only upon parameters shown. and Is lot an Individual t ddbt0 component. not a Miss system. Delete tao, the tx*c*V designer mast verity the appllouU01ty of cl eslgn porametors and property bncorloeato anh design Into the overall btfidbV design. ®acing IrWlCatod Is to bucMtrng of bxRvlWral truss web urxf/et chord members only. Addlional temporary axf permanent Ixocbng WOWprevent b always regtUed let stdAlty and to prevent collapse wllh possible porsorxb"and property damage. For general gtrdanco regading Oo 6904 Parke East Blvd. latxleallm storage. delivery, erection and bracing of inism and miss systerrm weANSVIPI I Quoaly C4ledo, DSB-89 and SCSI Su" Component Tonpe. FL 33610safelyInformationovallabloDombussPlateWiltule, 218 N. Lee Sheet. Suite 312, Alexard to. VA 22314. Job Truss Truss Type City Ply WPO101 T13026352 WPO101 A011 Roof Special 1 1 JJob Reference (optional) Builders FtrsiSource. Tampa, Plant City, Florida 33566 Sx9 = 3x4 = 5x6 = 5x6 = 2x4 II 5 6 is. t;w s bep f a zuf i Ivan ex industries, Inc:. I ue elan za 07;22; i o cv r a r x)rCOHML 1 Og 1 zPB36.VFIAxKDXdAOIOPEdFMKXgboHyEIS660ncaskJ 30 3x6 = 5x8 = Scale = 1:79.4 3x6 = 24 23 22 21 20 19 / 9 17Is 15 3x8 = 20 11 3x4 = 3x8 = 5xe = 30 = 30 = F=- 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 FBC2017fTP12014 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 REACTIONS. All bearings 0.8.0. 6x8 = 3x6 = CSI. DEFL. in (hoc) Mail Lid PLATES GRIP TC 0.50 Ve l(LL) -0.15 13-15 >999 240 MT20 244/190 BC 0.72 Vert(CT)-0.3213-15 >732 180 WB 0.87 Horz(CT) 0.03 13 n1a We Matrix-SH Weight: 240 lb FT = 20°6 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 5.6.13 oc bracing. Ib) - Max Horz 2=70(LC 16) Max Uplift All uplift 100lb or less at joint(s) 18 except 2=-164(LC 12), 20=-485(LC 9), /3=-275(LC 13) Max Grav All reactions 250 lb or less at joints) except 2=563(LC 23), 20=1760(LC 1), 13=838(LC 24), 18=343(LC 24) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/647, 3.4-315/230, 4-5=-37/304, 5-6=-64/344, 6-7=-53SM70, 10.11=-881/677, 11-12=-1178/905, 12-13— 1421/1152 BOT CHORD 2-24=-503/759, 23-24=-503/759, 20-22=-741/704, 19-20=-970/875, 18.19-339/881, 16.18— 339/881, 15.16— 559/1061, 13.15=-944/1261 WEBS 3-23=-573/623,4-23=-191/356,4-22=-646/548,5.22— 274/176, 6-22=-599/912, 6.20=-690/537, 7-20=-944/673, 11-15-234/398, 12.15=-25W473, 11-16=-241/258, 7-19=-774/1192, 10.16— 54/267, 8-19-318/278, 10.19=-929/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1.0.0 to 5.2-3, Exterior(2) 5.2-3 to 11-0-0, Comer(3) 11.0-0 to 144.0, Extedor(2) 16.4.0 to 45-8-0 zone; cantilever left and right exposed ; end vertical tell and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed [or a 10.0 psl bottom chord five load nonconcurrent with any other live loads. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except qt=lb) 2=164, 20=485, 13=275. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Carl 6834 M Parka East Blvd, Tampa FL 33610 Date: January 23,2018 Q WARNING- Yalu designparameters; and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE III11-7473 rev. M1113F IS BEFORE USE Design vaall fa use only vAth Nlllek® conaoclors. 91s design 6 based only upon paamelars shown. and Is la an Indlvld col Melding component. not x41Wi afitassysleln. Below tau, the Ig doslgner mini verily the "IcatAlty of design patanelon and proporio y IncporatoP6design Into the ovodt btlaing design ® oclng Irxlkaled Is to pxovent txtcldhng of IrKIWMual Inns web and/or chord members only. Addlllonal temporary and ponnonent txaatng MOW is always reca4ed fa stobalty and to pxevont collapse with 1wssBtle ponorol I itry and proporty damage. For generd gtldance Iogadng We faxtcallon, slorogo. delivery, erection aaxf Ixacing of Inmos and ham systems. seeANSVMI Quality Mortis, DSB-69 and SCSI BuMng Component 6904 Parke East Blvd Safety Information available Dom Inns Rote Institute. 218 N. foe Sheet. Sure 312 Alexandria. VA 22314. Terrpa, FL 33610 Job Truss Truss Type Oty Ply T13026353 WP0101 A012 Roof Special Girder 1 t IWPOIOIJobReference (optional) Bmlder6 FISiSOUT69, l amps, viani uiry, rtonae JJ000 o.,ov a avy 1a cv, , ,.,,, ,..,,vv.,.,,o., .— w .... . ID:4i0ZSyO5pnperCOHMLIOgIzPB36-zSDY9gE000W W 1 Yppo4rmDpLL?99GravxrEblr9zsY9r 1- SSO 9.60 12-a-0 1&--0 1640 2So-0 3132 37•-e 37 040+5 """ 11 S SSO 37.0 360 38-0 2.0.0 a." .2 61-0 a 2.65 M311 •6 Sx8 = 5.00 rl2 20 II Sx8 = Sx6 = 5 6 7 5x8 = 3x6 — Sx8 = Scale =1:79 4 3x6 = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 15 3x6 = 2x4 II 3x8 = 3x8 = 3x6 11 4x6 = 20 II 3x6 = 16a-0 SSO e-0o 72-0-0 t6+-0 7.4 21.7.2 2500 262.7 34.313 37b0 464.5 a•eo SS-0 37-0 360 360 332 3e•14 32.7 6./-0 3e•3 2$6 4.311 ter Plate Offsets (X,Y)-- 14:0.5.12,0.2-81,16:0.5-12,0.2-81,I11.0-5.12 0.2.81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.93 Vert(LL) -0.08 17.19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Verl(CT) -0.19 17-19 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 13 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.1.4 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=58(LC 27) Max Uplift All uplift 100 lb or less at joint(s) 22 except 2=-243(LC 27). 20=-930(LC 5), 13=-409(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=698(LC 1), 20=2786(LC 1), 13=1083(LC 20), 22=270(LC 18) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1160/413, 3.4=-788/381, 4-5— 632/410, 5.6=-632/410, 6-7=-415/360, 7.8-264/895, 8-10=-219/352, 10.11-1581/618, 11-12— 1900/789, 12-13— 2089/794 BOT CHORD 2.27-362/1009, 26-27=-362/10D9, 25-26=-243/743, 23-25=-211/396, 22.23=-310/346, 21-22-310/346, 20-21-1657/566, 19.20— 1657/566, 17-19=-504/1138, 16.17-635/1761, 15-16=-666(1852, 13.15=-666/1852 WEBS 326=-380/169, 4-26=-65/274, 6-25-1781660, 6.23— 553/165, 7.23-147/573, 7.21-1002/345, 8.21-277/1010, 8.20— 2629/931, 11-16-104/372, 8-19-628/2073, 10.19-1688/730,10.17=-79/675,11-17=-261/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 30 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb uplift at joint(s) 22 except Qt=lb) 2=243, 20=930, 13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149111 down and 109 Ib up at 25-7-4, 145 lb down and 107111 up at 27-7-4, 145 lb down and 107 Ib up at 29-7-4, 145 Ib down and 107 lb up at 31-7.4, 145 lb down and 107 Ib up at 33.7.4, and 145111 down and 107 lb up at 35-7.4, and 250111 down and 202 lb up at 37-8-0 on top chord, and 82 lb down at 25.7.4, 81 lb down at 27-7-4, 81 Ib down at 29.7.4, 81 lb down at 31-7-4, 81 Ib down at 33-7-4, and 81 Ib down at 35.7.4, and 262 lb down and 110111 up at 37-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Carl 6034 M Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Vartly dtMyn parmrsefara and READ NOTES ON TM AND INCLUDED AMK REFERANCE PAGE M67073 raw. I&MMIS BEFORE USE Design valid low use only vAth MITek® connectors. ms design Is based only talon poramelers shown. and b for an exDNkAxi building component. not o Ittns system. Setae use, the tnAk&V designer mull verily the applicability of design Munieters and Ixoperly Incorporate this design into the overall building design. aractng irxllcated Is to prevent buckling of In llvldual in=web and/or chord members only. Additional lempaarY and permanent bac6ng MiTek' Is always wequ6ed lot stability and to prevent collapse wllh pouble Personal 6wry and popedY damage. For general guidance regarding Ore klbrlcati n. storage. delivery. eteclion (end Maoing of misses and truer syslerns, 5e0ANSVIP1I Quality Cillewlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Irdomlatlon ovallablo horn Truss Plato InstlMe. 218 N. Leo Street. Suilo 312, Alexandra. VA 22314. Tamps. FL 33610 Job Truss Truss Type Oty Ply WPO101 T13026353 WP0101 A012 Root Special Girder 1 1 Job Reference (optional) euuoers Firsibouree. I ampa. viani wry, monaa "titm 0..4V a oeto .P cv.1 ,.,,. an ....w...aa. — moo.. .«.V - ID:4)oZSyO5pnperCOHMLI Ogl zP836-zSDY9gE000W W 1 Yppo4rmDpLLleeGravxrEblrgzsYgr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-6=-54, 6.7— 54, 7-11=-54, 11-14=-54, 2.13— 20 Concentrated Loads pb) Vert: 11=-153(F) 16_ 262(F)28=-109(F)29=-105(F)30=-105(F)31=-105(F)32=-105(F)33=-105(F) 34=-61(F)35=-58(F) 36=-58(F)37_ 58(F)38=-58(F)39=-58(F) 0 WARNWG - Vod17 doslen parannfory end READ NOTES ON TITS AND INCLUDED WTEK REFERANCE PAGE s167073 rev. TOU32015 BEFORE USE Design valid to use only vAlh Ml lek0 cornrwctors. 11* dwsig n b posed only upon paarnolers sfnown aril Is for an Individual holding component. not a buss system. Below use, the building desiprwr mtnl verity the apolcabllty of doOM pmametwrs and Ixopolly Incorporalo M design Into the overall b tAding design. 9oehg Indicated Is to proven) buckling of Individual truss web and/or chord mombers only. Additional temporary aid pvmrrment Mocing WOW is aiways requ ko d for slatAlly and to pievon) celiapse with pos )le personal "and p iopony damage. For gorwral guidance regarding tine fabrication storage, delivery, erection and Mating of muses and Was systems, seeANSVMI I Quality Criteria. DSS-a9 and SCSI aulldlnp Component 6904 ParkeEast6eWPerksEros BNd. satoby Information avallWe hom buss Plate Institute. 218 N. lee Sheet. Sullo 312. AlexanUna. VA 22314. P. 0 Job Truss Truss Type Oty Ply WPOt01 T13026354 WPO101 A013 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. rue,Ian 23 07:zzn 7 2018 Page! I D:4xiZSy05pnperCOHML 1 Og 1 zPB36-RemwMOFn9oeN1107MnM7101e 124Sa6J44uLrObzSY9q 1-0.0 4.3.11 7-0.0 12.8-0 _ 18.4.0 21.0.5 , 25.4.0 1.0.0 4.3 11 2-8 5 + 5-8-0 5 8 0 2-8.5 4.3-11 Sx8 = Snnrig 20 II 5x8 = Scale = 1:44.0 30 = '. w 10 3x4 = 20 11 3x6 = 3x4 - 3x8 = 2x4 11 302 MT20HS = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20177rP12014 CSI. TC 0.40 BC 0.37 WB 0.46 Matrix-SH DEFL. VBri(LL) Vert(CT) Horz(CT) In (loc) Well Ud 0.04 11-13 >999 240 0.08 11-13 >999 180 0.01 10 n1a rVa PLATES MT20 MT20HS Weight: 122 lb GRIP 2441190 187/143 FT = 209L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 54-11 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib size) 8=44/0-8-0, 2=656/0.8-0, 10=1197/0-8.0 Max Horz 2=53(LC 12) Max Uplift 8=-68(LC 19), 2- 186(LC 4), 10- 313(LC 5) Max Gray 8=73(LC 20), 2=665(LC 19)• 10=1197(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1109272.3-4-879/256, 4-5=-629232, 5-6=-629/232.6-7=-92/492, 7-8=-68/313 BOT CHORD 2.14=-223/966, 13-14=-223/966. 11.13-168l797, 10.11=-475/161, 9-10=-271/81, 8-9-271/81 WEBS 4-13=-38262, 5.11=-350/191, 6-11=-351/1203, 6.10=-937294, 7.10=-308/139 NOTES- 1) Unbalanced rool 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=1511; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gdp 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 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.OpsI on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb uplift at joint(s) 8 except 01=1b) 2=186, 10=313. Thomas A. Alban! PE No.39380 MITO USA, Inc. FL Ceit 6634 SM Parke East Blvd. Tampa FL 33610 oats: January 23,2018 Q WARNING. Vedly deelen pets neben and READ NOTES ON THIS AND INCLUDED ADTEK REFERANCE FACE MP67473 rev. IMMIS BEFORE USE Design valid fa use only vAm KIek® connectors. it* doI lgin Is based orgy upon paameters shown. and Is lot on hdlvidwA building component. not a liras systom. Before use. the b to Irtg design mini verily the arolcabllry of dosigrt paartelois and Ixopody hcorpaate this doslgn Into the overall btilMV design. Brachg Indicated is to buckWQ of Individual "web and/a chord members orgy. Additional temporary and permanent txocing MiTek' prevent Is rlwon regaled lot stabBlty and to prevent collaxe with possUe personal W W and property damage. For general gt*kme regarding the 6904 Pork* East Blvd. fabrication storage, delivery. section and txachg of rnrssos and trim systems. sooANS1/TP1I Quality criteria. DSB-89 and SCSI Buading component Tamp*. FL 3300SafetyInformationavaaablebornismPlatoInstitute. 218 N. lee Street. Sullo 312. Alexatdsta. VA 22314. Job Truss Truss Type Oty Ply WP0101 CJ1 Jack -Open 10 1 0101T13026355 Reference (optional) 0011derS 1`1ISISOUrce, Tampa, Plant tatty, Fofloa 33rttiti 0. roe s oup a cv • r mo r vw r•wuar••va, nw. uv rv• cv v•.cc.c• cv •v vyv ID:4xiZSyOSpnperCOHML 1 Og 1 zP836-6ZNiSRN3osvysF8wy1XL971PO4ZNwlyYNSmNkOzsY9g 1.0.0 _ 1-0.0 1.0.0 1.0.0 Scale v 1:6.5 20 = 1.54 STP = LOADING (psl) SPACING- 2.0-0 CSI. DEFL. in Ioc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 VBri(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa rda BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 5lb FT = 2045 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. pb size) 3=48/Machanlcal, 2=125 0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-B(LC 1), 2= 69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=1B(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0ps% h=1511; Cat. II; Exp C; Encl., GCpi=0.1B; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will III between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6304 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - yedly ded/en parameters w d READ NOTES ON TMS AND INCLUDED MREK REFERANCE PAGE MB-7073 rev. IMMIS BEFORE USE Dedun valid for use only with Mlok® connactas. This design 6 based only upon paanetoa down, and Is lot an IndMdual building component. not a Jim syslcm. Below tao. Ina ixAdtrtg dosigrot mtal vastly rho appllcabllty of desks palarnators and propady t icoMaiato Ibis design Into the over, LxAdng design. Brocetg trKAcated Is to prevenl lxtcldhg of lndllvklual lim web and/a mchordmembers only. Additional turnporary and prnmanenl braCktg AMiTek' Is always ioqukod Wo stability and to proven) collapse with possible personal k W and property danago. Fos goneial guldatco rogad ing thw talxlaallon, storage, dolivery. erection and Ixactrlg of )sma; and inm systernL mANSVTPI I Cuallty Cd1tMo, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely INamollon avc0able Dom buss Plate butlMe. 218 N. toe $keet, Solo 312. Aloxatdit VA 22314. Torrpo. FL 33610 Job Truss Truss Type Oty Ply P010WP0101CJ3Jack -Open 9 1bJo Reference (optional) Builders FiislSource, Tampa, Plant City, Florida 33555 8. i su s oep 15 zui f mr r ex industries, inc. i ue don co vnccco evio rays r ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-dmx4gnOhZA1 pUOj7Vb2aiLgZ2TuZICCIc6VwGSzsY9f 1.0.0 3.0.0 1•a0 3-0.0 30 = 1.Sx8 STP = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Itdoll Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 11/a rVa BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 209% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oC bracing. NOTES- 1) Wind: ASCE 7-10; VtAt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psl; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Con 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 23,2018 0 MRKXQ • VMfy design parameters etnd READ NOTES ON TM AND WCLUDED AMEK REFERANCE PAGE MIP67473 ref. 10111=16 BEFORE USE Design valkl la use only vdm lAllokr9 Connectors. This deslg161wserl orgy upon paanelen Mown, and Is la a1 it llvldual bAdrtg component. not a hiss system. Before use, the tA&ding designer mlrst vedty the oWIcabaify of deslgl paiamelws and propedy hcaporalo this design Into the overall Wdng design Bracing Indicated Is to prevent txecldtrtg of Indlvldur4 buss web ail/of chord members only. Adclillonal temporary ar d I%:mrxwnt bracing MiTek is always iegt/rod toe stabally ad to prevent collapse vdlh possMle personal Wuy acl popotly damage. rof genial pukimce rogarfrlg Ow Iabelcalkon, storage. delivery, eeeetion axl beacing of trusses and truss systems soeANS1/1PtI Quality Cdtedo, OSS49 and BCSI Buadiny Component 6904 Parke Eaw Blvd. safety Information avallUole from Inns Plate trtstiMo. 218 N. lee Skeet, Sulle 312. Aloxadilo. VA 22314. Tony e, FL 33610 Job Truss Truss Type Oty Ply 00T13026357 WP0101 CJ3A Jack -Open 1 1 Jopb Reference (optional) Builders FRSISOUfCe, Tampa, PIBM City, Florida 33566 a.nJU S asp np ZV 1 / ml I BR IIIUUSUItl.I, III{;. I Ytl Jtl11 LJ V /.LL.GO GV V .aye , ID:4xiZSyOSpnperCOHML 1 Og 1 zP636-dmx4gnOhZA1 pUO17Vb2aiLgaxTuMfCCic6VwGSzsY91 1 •as 3.0.0 1.0.5 _- 1.11.11 axe II 1.Sxe STP: LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 4.5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4-5 999 18D BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-R LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33fMechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3= 43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 10lb FT = 20% Structural wood sheathing directly applied or 3.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 1.0-5, Extedor(2) 1-0.5 to 2-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) 5, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL CeR 6634 690/ Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNINO - Vary dedyn peremerem and READ NOTES ON TM AND INCLUDED urruK REFERANCE PAGE my mm rev. 109MIS BEFORE USE Dosig n valid for use only, with Ml lek® connectors. Ihls desk n Is based orgy upon pa0meters shown, and b for on Wh4dxil brAdho component not a hus3 system. Bef(xo use. the bxAdng deslgnoi must verify the c")I c- lily of dcgW paamelen and rxopody hcoiporato M doOgn Inlo Iho o%,.,, Ixddhng doslgn. Bracing Indicotod Is to prevent lxrcMhng of Indlvidl10) truss web and/or chord monnben only. Addibnal lOmlxxary and pomxenont txachg MiTek is always iocirlrod lei stdAlty and to rxevenl cellome wtlh po3*)I0 personCA"and pioporly damogo. For general grickme iegadng tho tabilcotkxn, sfaoge. delivery. oroctlon and txochtg of trusses and Inm syslorns, savANSM I Quality Cilterb. DSB-89 and BCSI Wilding Component 6904 Parke East Blvd. Salety Information ovcAable Dom truss Rate Institute. 218 N. lee Sheol. Sulle 312. Alesandita, VA 22314. Tonga. FL 33610 Job Truss Truss Type Oty Ply 101T13026358 WPO101 CJS Jack•Oper. 9 1eference1WJoPb0R o tional Builders FirstSOUice, Tampa. Plant uny, Flonoe 335bb o. wv s oup r a av r r me r an nmuau raa, nfee.. ua oae, w .. o w I 1 aye . 1 D:4xiZSyOSpnperCOHM L 1 Og 1 zP836.5yVTt6OJKU9g5Y1J31apEYNfalsvOeSrgmF UpvzsY9e 1.0.0 5.0.0 1.0:0 5.0.0 Scala a 1:16.9 3x8 = 1.64 STP - LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Verl(CT) 0.05 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a n1a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 17 lb FT = 20°6 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12). 2— 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid calling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 904 Parka East Blvd. Tempe FL 33610 Date: January 23,2018 Q wARNINO . vwtoy do&Vn pwa mtne and READ NOTES ON TMS AND INCLUDED NrrEK REFERANCE PACE A%7473 rev. 1000302015 BEFORE USE. Design vaild for use only with Klekai conreeclors. Ms design Is based only up3m poaneters dx>wn. and Is for an hUlMdual bllding component. not a buss system. boloro tee. the bn/ding designer must verity tho appicabaiy of design paamelo s and peopony I ncoe panto Ihh doslpn into the overall building design. Boeing knnlcalod Is to prevent bucling of bWNkW truss web and/or chord members orgy. Addltlonal lemporay and permanent bracing M iTek' Is always eegnled toe statAly and to prevent collapse wpm poss"o personal hf W and property damage. For general gnWanco u>gauLng the storage. dollvery. enockon and txockng of misses and Inns systems. seCANSVM I Ovally Cdfble, DSe-a9 and eCSI euedbng Component 6e04 Parks East Blvd. ktxlcollol% Way Inlaxmolion ova tlablo been bus Rate Institute. 219 N. lee Sheol. Suite 312. Alexancift VA 22314. Taupe. FL 33610 Job Truss Truss Type Ply T13026359 WPO101 CJ5A Jack -Open July1 1I Iviri- 0191 Job Reference (optional) BUllders FIFSISOUFCO, Tampa, Nlent uny, 1-IOrtOa 330U6 0. r av s oup 11 mi vw nwumnna, nw. uv oa„ w w.. ' oeo ID:4xiZSyO5pnperCOHMLtOglzP836-Z83r5SPx5nHXjitVdO52nmwrdHXZ75h?30_t LLzsY9d 3.0.5 5.0.0 3.0.5 1.11.11 5.00112 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl lid 7CLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 4-5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.05 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) 0.03 3 We We BCDL 10.0 Code FBC20171rP12014 Mattix-R LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No-2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib size) 5=177/0.8.0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8). 3=-69(LC 12) Max Grav 5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-5=-137/284 Scale . 1:16.5 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 204e Structural wood sheathing directly applied or 5.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0.1-12 to 3-0.5, Extedoli 3.0.5 to 4-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOLn1.60 2) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jofnt(s) 5, 3. Thomas A. Alberni PE No.39380 MITsk USA, Inc. FL Cli 6034 8904 Parka East Blvd. Tampa FL 33810 Data: January 23,2018 Q WARNavG - verify davion perenwera and READ Nores ON rmiS ANDWICLUDED mi REFERANCE PAGE N67477 rev. 109MIS BEFORE USE Design valkl for use orgy with MOD connectors. IM cli E based only upon patanotors shown. and 6 for an kx lvMsd IAdding component. not a l W system. Botore use. the btddhng desigm mtat vodfy the applIcalzllty, of design paameters and properly Incorporate IMs design Into the ovaall blddli design. 11rachnp hndicizi b to prevent buckling of hndNklual truss wob ail/or chord members only. Additional lerri and permanent brachnp WOW Is always reglLed for slabally and to pevent colli with posd)le personal li tail property, damage. Fa general glldonee regadhnp Iho k"lco n storage, drd". aecllon and bracli of Innsos and fntss systems weANSIMI I QwAIv Cdtedo. OSB-89 and SCSI Bulkli Component 6904 Parke East Blvd. Safety Information trvdli hom buss Plate trallMo. 218 N. lee sheet. StUle 312, Aloxandda. VA 223) 4. Tonga. FL 33610 Job Truss Truss Type Oty Ply T13026360 W POf 01 EJ7 JACK -OPEN 30 1 1WP010IJobReference (optional) 6UI10erS FirS150UTCe, Tampa, clam Gay, Flonoa 33066 0. 10V 5 oep ea cV r r me r trn mvvaurva, nw. vv van ca vn .av cv,v rayo . ID:4xiZSyOSpnperCOHML1OglzP836.Z83r5SPx5nHXji1VdO52nmwkYHSw75h730_t LLzsY9d 1•0.0 7.0.0 ri 7-0-0 Scale a 1:19.8 3x8 = 1,54 STP= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0,13 2-4 594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(CT) 0.18 2-4 431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 3 rVa n1a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 23lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=159/Mochanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Exterior(2) 5.0.0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) 2 except 01=1b) 3=102. Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Cart 6634 601 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING . ymUy dWyn paramaton and READ N07ES ON rNlS AND INCLUDED MREK REFERANCE PAGE I1467473 rot•, 1603MIS BEFORE USE Design vdki for use only vAlh W lek® connectom link design is lased only upon paamefers shown. and Is foe an Individual btAding compononL not a htm system. Bofae tore. the bxadng designee must wily the appllaleelty of dusig n fxaarmoton and properly Incorpaoto ft design Into the ovoil" btlding design. Macho Indicated Is to prevent buckling of hxlMduol him wob and/or chord members only. Addllonrl lemporary and permanent txWng MiTek Is always re%*od foe stoNlly and to prevent collapse wllh posdAe personal Iniury and poporly damage. For General guidance regadng the fdnk-alkon, storage. dollvery. erection and brachg of busses and IRns systems weANSVTPI I Quality Criteria. DSB-89 octal BCSI lu" Component 6904 Perko East Blvd Safety Information avdldle Dom Lim Plate Institute. 218 N. Lee Shoot. Suite 312, Alexandria, VA 22314. Tompa. FL 33610 Job Truss Truss Type Oty Ply WP0101 T13026361 WPO101 EJ78 Jack -Open t t Job Reference (optional) Builders FIrsiboUrCe, Tampa, Plant Glty, Flonoa 33566 5.1 UV S aep 15 eV / MI I ex mousuies, mc, p ue Jan z.7 v/:Zz;JI zvia rage 1 ID:4xiZSyO5pnperCOHML1OglzP836.1KdD1oOZs5POLsSiBjcHKzSxRtd sYx814kbinzsY9c 7.0.0 r 7.0.0 3x6 = 1.54 STP= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in poc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) 0.16 1-3 481 240 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.18 1-3 436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a rVa BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 20 SP N0.2 REACTIONS. (Ib/size) 1=244M-8-0, 2=165/Mechanical, 3=79/Mechanical Max Harz 1=111(LC 12) Max Uplift 1=53(LC 12), 2=-104(LC 12) Max Grav 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale-1:19.8 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.8.6 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=151t; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Cofner(3) 0-4-0 to 6-4-0, Exlerlor(2) 6.4.0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot 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 20.0psl 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 thus connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1 except 01=1b) 2=104, Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 904 Parka East Blvd. Tampa FL $3610 Date: January 23,2018 Q WARNWa - vwoy ecogn pw nw m and READ Nam oN 7ld5 AND MCLUDED MAEK REFERANCE PAGE M9-7473 ray. IGUMIS BEFORE USE. DosIM voild for use only vAlh Klek® corvectas. this deslQl B tamed only upon pwameters shown. and Is top an MdivkAxi buldhhg component. not o huss system. Before use, the building do3lolm must vertfy the c"Alcablity, of cfo*p paduretets and property Incapaote this design Into the overal bLAcM g design. Baahlg Inacaed Is to ppovent buckfIr g of lndlvldltxbl In=web and/or chord members only. Adldllklrxl temporary and permanent brocing WOW ts always roc pirod lop stability and to rxevent cdk{xe vAlh posslble perwndl"and Ixoperty, domoge. Fa General g1/dfalce rogad Ing the wbrIcollm slaage. delivery, erection and brdsckhg of Ines axf truss systems. soeANSVM1 Quality Crtterto, OSS-89 aria SCSI Su"Ing Component 6904 Porke Ease Blvd. Safety INormotlon available horn trim Rate InstlMo. 218 N. lee Sheet. Sulto 312. Alexandilm VA 22314. Tompa. i. 33610 Job Truss Truss Type Oty Ply WP0101 H1 Root Special Girder 1 1b 120101T13026362 Reference (optional) Builders FerStSoUrCe, Tampa, Plant City, Florida 33555 a.IJV s oep 1a ZV I I mi r ex rausnees, inc. a ae pan co vr.cc.oc cv ro rays , ID:4xeZSyOSpnperCOHML 1 Og 1 zPB36•VXAbWBRBdPXFy01 ukR7W sB?3P56ibrblXjTSPEzSY9b 1.0.0 4.3.11 7.0 0 12.4. 8.0 18.4.0 ZO0 25.4-0 1.0 0 4.3 11 2.8.5 5 8 0 S8 0 2.0 0 5.0.0 4x6 = 5.00I 12 Scale a 1:45.0 Sx8 = Sx6 = 5 18 /8 6 4x12 = h 4 Jx9 20 II 3x8 = 30 = 6x8 = 20 11 30 = 2x4 II LOADING (psf) SPACING- 2.0.0 • CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Verl(LL) 0.08 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 VeA(CT) 0.18 12-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.68 Horz(CT) 0.05 11 n/a rVa BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4-6 oc purfins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.0.0 of bracing. WEBS 1 Row atmidpt 5-11 REACTIONS. (Ib(size) 9=-153/0.8-0, 2=111&D-8.0, 11=2708/0.8.0 Max Harz 2=103(LC 26) Max Uplift 9=-273(LC 19), 2-379(LC 8), 11-940(LC 5) Max Grav 9=153(LC 6), 2=1126(LC 19), 11=2708(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2182f730, 3-4=-2027l706, 4-5-1869/870, 5.6=-312/919, 6.7=-33W983 BOT CHORD 2-15=-682/1938, 14.15=-682/1938, 12.14-518/1450, 11-12-518/1450, 1D-11-788/274, 9-10=-785/275 WEBS 4-14--W421, 5-14=-184/491, 5-12=W501, 5.11=-2653/928, 6-11=-815/412, 7-9=-2881867 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10: Vu11=140111ph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=273, 2=379, 11=940. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0.0, 1051b down and 107 Ib up at 9-0-12, 105 Ib down and l07 Ib up at 11-0.12, 105 lb down and 107 lb up at 12.8.0, 105 Ib down and 1071b up at 14-3.4, and 105 Ib down and 1071b up at 16-3-4, and 2001b down and 2021b up at 18-4-0 on top chord, and 320 lb down and 109 lb up at 7-0-0, 81 lb down at 9.0.12, 81 lb down at 11-0-12, 81 lb down at 12-8.0, 81 lb down at 14.3-4, and 81 lb down at 16-3-4, and 320 lb down and 109 lb up at 18.3.4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54, 4-6=-54, 6.7-54, 7-8=-54, 2-9=-20 Thomas A. Albani PE No.36360 MITsk USA, Inc. FL Ced 6634 SW Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING . Verily deden peremetere end READ NOTES ON TNIS AND INCLUDED NREK REFERANCE PAGE 11147,073 rev. tape MIS BEFORE USE. Dwo valid lot use only vAlh Muck® connectors. Ihls oo l E based only upon parameters Mown. and Is lot an Ix1MUlal building component• not a ntm system. Bolme too. Ito txrll ing deslpnet mtrst vodly tho aiNAlcablity of dati p oslgn panetorsandIncororate n* doslpn Into the oveedl btficaV cioslgn. Brochg Indicated Is to prevent ixeeidang of individual truss web anti/or chord members only Addltlaxl lemMM and permanent txacA g MiTe k' is atways IegeOed fa stability and to pevent collapse vAth rwalble personal InIt y and poperty domcoe. roe genetal gtldtrmce regmdhV the k4rlcollom storage. dollvery, orectlon and backng of Inks and truss systems. seoANSVWI I OuoIIN Criteria, DSB-89 and IICSI BuIWIng Component 6904 Perko Ernst Blvd. 3091y irdannanon ovck"o Iom letm Rote Iutltute. 218 N. Lee Sheel. Sulle 312. Alexa dill VA 22314. Tarrge. FL 33610 Job Truss Truss Type Ory Ply T13026362 WPo101 H1 Roof Special Girder 1 1 opboR,90farence optional) Builders FIrStSoUrce, Tampa, Plant Lxy, morlaa 339bb o nau 5 aep 1.7 Cur / IVII I tlR IIIVYSIrrtll. V W. Vtl JOrI GJ VI.GGAG GV V r-u ju c ID:4XIZSyO5pnperCOHML 1 Og1 zP836-VXAbW BRBdPXFy01 ukR7W sB73P561brblXjT8PEzsY9b LOAD CASE(S) Standard Concentrated Loads Qb) Van: 4=-1 53(F) 6— 153(F) 14— 320(F) 12— 58(F) 5=-105(F) 11_ 320(F) 16=-105(F) 17=-105(F) 18— 105(F)19=-105(F)20=-58(F)21— 58(F)22=-58(F)23=-58(F) 0 WARNING - Vwfly deslln PwwU fwe and READ NOTES ON TM AND INCLUDED AUTEK REFERANCE PAGE W7473 rev, IOGM1S BEFORE USE pearl valkf for use orgy vAth H1ek® connoclons. R* dash Is txwd orgy upon "aneters Yawn. and Is la an hdh4dlx! tAACO O component. not o Was system. Beforo tao. the IxQcllnD doslgnon must vertty, the cppllcatAlty, of closign paornoters and propony hcorpaate Ih6 dosbgn Into the overall btAdhlg design. Woellg h dicated Is to lmovenl txtcklhg of h flvkfucil Irus wol> and/on chard members oNy. Adclltlonal temporary and 1>errnanenl brachlg WOW Is cdways regt6ed for stability and to prevent cdluM vAth pos"a personal "cnd property darnoW. For general Cukks vco rogardhg We kCdcallm slaage. dolivery. erectlon and bnocing of muses arK1 in=sysloms. soeM3VTPIl Quality CAfwb. DSB-89 and SCSI Bubldhg Component 6904 Parks East Blvd Salary fMormatlon ovdic"o ham buts Rate hsOMe. 218 N. Leo Sheet. Stdle 312, AW:asddo. VA 22314. Tanpa. FL 33610 Job Truss Truss Type Oty Ply WP0101 T13026363 0112011011 HJ7 Diagonal Hip Girder 5 1 Job Reference o tional r_ ._.._,_._- ,-- r... ,.. nn n7.nn.e9 enqo Dann 1 BUrldefs FIrS150Ur6e, t ampa, mam V fry, t-rorroa sJ000 o-'— —v — — • ,•, -- -- -- - — -- -- - - - ID:4xIZSyO5pnperCOHML 1 Og 1 zPB36-zjl¢IURgOif5aAc418elPOYNaUW 7KOIRINDhygzsY9a 1.5.0 7.0.8 9.10.1 1.5.0 7-0.8 2-9.9 Scale =1:20.6 20 = 20 = - 2x4 \\ LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Verl(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Ven(CT) -0.11 2-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 n/a Na BCDL 10.0 Code FBC2017/TP12014 Maldx-SH Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 4=14/MoChanical, 2=445/0.10-15, 5--400/Machanical Max Harz 2=131(LC 4) Max Uplift 4=-35(LC 22), 2=-145(LC 4). 5-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3-593/161 BOT CHORD 2-7=-206/527, 6-7— 206/527 WEBS 3-7-0/359, 3-6-6961272 NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCpl--0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 4 except OWb) 2=145, 5=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15. 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2.15, and 50 lb down and 87 lb up at 7.0-14, and 50 lb down and 87 lb up at 7-0.14 on top chord, and 1 lb down at 1.4.15, 1 lb down at 1-4-15, 18 lb down at 4.2.15, 18 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads Qb) Vert: 3-75(F=-38, B-38) 7=-36(F=-18, B-18) 8=44(F=22, 0=22) Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date January 23,2018 Q WARNING - Vafly d*Wgn param 0M and READ NOTES ON TM AND INCLUDED M MK REFERANCE PAGE MD-7473 rev. 1=32016 BEFORE USE Dra1Qn valid far use only vAlh Mllok® corvwclors. 11rb design Is bawd only upon paamelers shown and b for an Individual binding component not a ht43 systom. Below use, the O lwbng dosignar mint verily the appilcab11ty of design parameters cowl poperty Incorporate this design Into the overall building doslgn. 9achg Indicated Is to prevent buckling of Individual truss web aril/ot chid members only. Addtkxxi lemporay and permanent bracing MOW K always rewAbod tot stability and to prevent collapse with possible personal it*" and property damage. For general guidance regarding the fabrication storage. delivery. etecflon aril bracing of trusses and htm systems. weANSU1P11 Quality Criteria, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Tonpo. FL 33610 Salary Information available Rom truss Plate hutrute. 218 N. Leo Shoal. Suite 312, Alexattlrio. VA22314. Job Truss Truss Type Oty Pty WP0101 T13028364 W P0101 V3 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:34 2018 Page 1 I D:41uZSy05pnperCOHMLI Og 1 zP836-RvlMwgSS90nyCJBGsr9_xc4chuyE3vha_ 1 yFU6zsY9Z 3.2.8 3.2-8 20 20 II Scale a 1:9.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Verl(LL) rVa We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) We n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017frP12014 Matrix•P Weight: 10Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=85/3-1-14, 3=85/3-1-14 Max Horz 1=43(LC 9) Max Uplift 1=-23(LC 12), 3=-31(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3.2-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0ps1; h=1511; Cal. II; Exp C; Encl., GCpi=0.Ie; MW FRS (envelope) and C-C Comer(3) zone; cantilever tell and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 09,6, joint 2 = 09,6, joint 3 = 09,6 3) Gable requires continuous bottom chord bearing. 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 20.0ps1 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 1DD lb uplift at joint(s) 1, 3. Thomas A. Albani PE NoM180 Melt USA, Inc. FL Cert 6634 M Parke East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARMING. WIT dadgn paranwrae And READ NOTES ON TH S AND INCLUDED MREK REFERANCE PAGE M67473 rev. 109MIS BEFORE USE. Design vcW to use only v4th MIek® connoctors. this design Is based only upon paameters attown. and Is tot to kvCPVk trill Wilding component, not a Was systam. Bofao use, tho btAdrrg cfosigner must vestry the applkabeity of doslgi parameters and properly hcotpaale this doslgn into Iho ovetaa bWdrtg design. ®acing tndcated Is to rxovenl buckling of bxovkW trim web and/or chord members only. Additional temporary aw ponrxnent blacb,g MOW Is always te"od lot stability and to prevont collapse vAlh possible personal IrW and property danage. for general quittance togadtrg nw fabrication staago. defkrery, erection and brocing of Irusun and trim systems. K"NSVMI Quality Criteria, DSB-87 and SCSI Bultdbrg Component 6904 Parke Ease Blvd. safety Irdormotlon ovaadblo from Truth Rate bistltute. 218 N. lee Sheol. Sullo 312. Alexandria. VA 22314. TonVa. FL 33610 Job Truss Truss Type ' Ory Ply T13026365 W P0101 V5 Valley 1 1 pob0R'901'9rence optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 5.13U S Sep 10 ZVI f MI r eK maustnes, rrrc. r ue dan 23 vrccc:34 ce ro rage r ID:4xIZSyOSpnperCOHMLI Ogl zP836-RvlMwgSS90nyCJBGsr9_xc4W5uvd3vha_tyFU6zsYOZ 5.2.8 r 5-2-8 20 II yfq -::; 2x4 II Scale a 1:14.1 LOADING (psl) SPACING- 2-0.0 CSI. DEFL. In (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Verl(LL) rVa n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Ven(CT) We n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa rVa BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 171b FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/Size) 1=159/5-1-14, 3=159/5-1-14 Max Horz 1=81(LC 9) Max Uplift 1=-44(LC 12), 3=-57(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 125/261 Structural wood sheathing directly applied or 5.2.8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cal 11; Exp C; Encl., GCPI=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, Joint 2 = 016, Joint 3 = M. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl 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 100 lb uplift at joints) 1, 3. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cert 6634 M Parka East Blvd. Tampa FL 33610 Date: January 23,2018 0 wARNWG - Vorifj dosryn paramWm and READ NOTES ON THIS AND WCLUDED MREK REFERANCE PAGE UH-7073 rev. 18 14016 BEFORE USE. Design valkr for use orgy with MllekS connoctors. this de*.n It based only upon purameters shown. and Is for an trxllvldual Folding component, not a bua system. Bofao trio. Ito btdkting dosigrwr mull verity the apdk ubllry of design paramelon and Ixoporly Incaporoto this design Into the overall 1xAding design. 9oohg Indicated Is to Ixovenl buckling of Irxllvkfuat Inm web and/or chord members only. AddOonal lenrimary and ponnonenl brocblg M iTek' Is always required for skrbalty and to rxevonl collapse wlih posd9 -Ie penonrl Inn ry on l proporly damoga. ror goneral guidance regarding the kixlcollm storage, clef". erectlon and dacing of fnmos and Inm mlems. seeANSI/TPI I Quality Crltedo. OSS-89 and lICS1 aullding Component 6904 Parke East Blvd. Safety information avdklJle from truss Rate trutllule. 218 N. lee Street. Suite 312. AlexancIft VA 22314 Tanpe. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 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. 0-719, For 4 x 2 orientation, locate plates 0- 'he from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 sottwore 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 brocing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings Ono (supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Brocing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Brocing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-In-sixteenths Drawings not to scale) 2 3 TOP CHORDS 5 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0 2012 MiTek® All Rights Reserved MM MII0 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing tot truss system• e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or olterno*e Tor I biocing should be considered. 3. Never exceed the design loading shown and never stack materials on Inodequotey 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 eoch face of truss at each joint and embed fully. Knots and wone at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. B. Unless otherwise noted, moisture content of lumber shoo not exceed 19%of time of fabricotion. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, of green lumber. 10. Comber Is o non-structural considerotion and is the responsibility of truss fabricator. General practice is to comber for dead food deflection. 11. Plate type, size. orientation and location dimensions Indicated ore minimum plating requirements. 12. Lumber used sholl be of the species and size. and In all respect& equal to or better than that specified. 13. Top chords must be sheathed or purllns provided at spacing Indicated on design. 14. Bottom chords require lateral btocing 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 an engineer. 17. Instoll and load vertically unless Indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front. bock. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 6EARW6 HEIGHT 5GHEDULE UU-A-G i 22-0-0 lull I I s s, i 9 9 a 0 0 0 0 NOTES: L) REFER TO IUD qI (RECOWON)ATIONS FOR HAIOLW46 INSTALLATION AND TEMPORARY DRACI4G.) REFER TO EMINEEREO ORAWIN65 FOR FERMANEM ORACM REa4REO. 2) ALL TRLWA i (MUMN6 TAWAS UNDER VALLEY FRAMNG MIST OE (OWLETELY OECKEO OR REFE TO DETAIL VRO3 FOR ALTERNATE ORAOM REWRENENTS. 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED OY OULLOER. 4.) ALL TRUSSES ARE OESIENEO FOR 7 o c MAX" SPA(ING. UNLESS OTHERWISE NOTED. 1.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE UMVEREO TO OE LOAD OEARIN& IRILESS OTHERWISE NOTED 6) SY42 1M%ES MrST DE INSTALLED WITH THE TOP OEIN6 UP. 7.) ALL ROOF TM% f MARS TO OE %%SON HTUA UFLES5 OTHERWISE NOTED. ALL FLOOR 141% HANGERS TO OE %~ THA422 UNLESS OTHERWISE NOTED. 6.) OEAM6REAOERILIYTEL (HDR) TO DE RTOfUSHEO OY ODUER. SHOP DRAWING APPROVAL M LAYOUT IS THE SOLE SOIIREE FOR FADRICATRM OF TIMMS NO VM ALL FQVIAIS AMITECTURAL Of OTHER M1%LAYOUTS. REVIEW MV MMAL OF M LAYOUT MI DE RECEIVED DEFOM ANY IMES TU OE DULT VERIFY ALL COOO I'm TO MARE M461 away THAT WILL RESIFT M EMA DIMES TO YOU tq-%" Ohar Wa NF• Or kw 1 L'qBuilders FlrstSource Orlando FNONE 407-891-2100 FAX: 407-691-7111 Plant Clty FHONE 013-79q-9g71 FAX. 613-752.1532 MLPM Ashton Woods 1WT1L• 1981 Ophelia T NMI ANIC". H1151IN: WP0101 n1 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form gvlLotic Permit # # ' 8- 1 2 4 5 SANFpR0 ti qq 1TAE C Project Location Address 5B LA Lg— rti As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orcl. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Sdverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Descri tion(including Florida Approval # decimal 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RIO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 158- 10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/21018 Florida Building Code Online BQS Home I Log In I User Registration I Hot Topics I, Submit Surcharge I Stats & Facts rich r Product Approval c USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email O Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eouiv (b) Eauivalencv of Standards.odf https:/twww.floddabuilding.org/pr/pr app_dti.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017, 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure. N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.E If. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes; Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any' additional use limitations, installation Instructions and product Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 H (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 1I (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration; Installation Instructions FL15036 R2 II (a) Inst 15036.6.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports' FL15036 R2 AE (a) Eval 15036.6.Ddf Created by Independent Third Party: Yes https://www. 1 /2/?018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (al Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.7.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door, 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No, Created by Independent Third Party: Yes Design Pressure: N/A; Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ; • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wl! supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click hUL. Product Approval Accepts: R Credit Card Safe https:/Awm.floridabuilding.org/pr/prapp_Otl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Bon 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTSO0001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-0Oa ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Prepared by 1%11199111is1, Signed & Sealed by RW Building Consultants, Inc. (CA #9813) O' SCHA#j J**s Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 F ..... Off. ,oGENS•, . No 43409 •. 9 STATE OF OT • ` O R 10 P, ON A% Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/2017 vvRQ 37.5' MAX. OVERALL WIDTH sic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON-IMPAcr nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. HVHT' requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. ctal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS jn pressures & general notes 02_ Z z 3 y gn 5 O W V' S W = W J U_ J J W CC O 0 b a EXTERIOR INTERIOR 7 INWA 1 IA Ir HORIZONTAL CROSS SECTION o Nt T29 42 TOP RAIL 1.49" T SG >= 0.67) woolawoM 010 1!, !11 !111 !111 42 46 EXTERIOR INTI L CSINK nP•) 21 3 17 INTERIOR EXTERIOR 4A4A4 3 3 3 INTERIOR EXTERIOR INTERIOR EXTERIOR o.15* CSINK TYP.) L 20 8 40) 7 B 8 INTERIOR OSS SECTION i - inswing 31 notes, sheet 1 Water infiltration w/1 X sub -buck e e o' EO co 0 STRIKE JAMB MASONRY OPENING FRAME 2X BUCK d C; MASONRY OPENING 2X BUCK - C14 FRAME ANCHORING HINGE JAMB Masonry 2X buck construction or DP <= 48 PSF comers may be adjusted to maintain the min. is "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. AIN.` LEARA 1M.'-CfEARANCE: TO --ADJMASONRY:.::::::.:. BUCK ANCHORING For DP > 48 PSF and DP <-- 75 PSF n 4'1 T t MASONRY J OPENING FRAME x 0 2X BUCK TYP. HEAD JAMBS FRAME ANCHORING Masonry 2)( buck constrL for DP > 48 PSF and DP <= 75PSF TYP. HEAD JAMBS iE --" X FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. kX. ON CENTER" must be adjusted to tar joints, additional concrete anchors 4 CENTER" dimension are not exceeded. HINGE JAMB Eq N 01" MASONRY TYP. HEAD OPENING & JAMBS FRAME ---' III — I X BUCK -\ III JILL FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and r%o -MM 75 Der- zo C; WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO'ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL SNATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY POLYURETHANE 4.56" Co Fes---- 2.36' 19 yp HEAD d SID E8EJamb I 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' l L 33 SELF ADJUSTING SADDLE THREHOLD 4.56' 2.36' o T R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door wl Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". B. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Sinned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 04 QSC }y ' Signed F. Sealed by Lyndon F. Schmidt, P.E. s` ,: iG E•pfs moe Signed & Sealed by e m Lyndon F. Schmidt, P.E. No 43409 s O STATE OF ttl a Lyndon F. Schmidt, P.E. V FL PE No. 43409 10/1612017 SRO '.'- q ores,......%%% V%J%JKQ Ssic-Craft.. RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT"' and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material Icco. _ ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. stal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHZ!') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS I general notes f:mne- I 53.13' MAX. OVERALL WIDTH ZZ 3 H o W Q W W = W J LL. JJQJ W O O 15 0 a 0o o. CAILRIVR SG >= 0.67) I. IIAISlls INTERIOR HORIZONTAL CROSS SECTION l\,v FTOP RAIL 1. 49" 30" L 9w-- oWWllol1010 ! 11 !11 !111111 43 LATCH SOLE 42 46 EXTERIOR 5" GLASS BITE 23 25 EXTERIOR n_ INTERIOR 25 G >= 0.42) e frame• screws) is SEE NOTE 1 22 25 dial G GLAZING DETAIL 5 insulated glass w/ smc rite frame 1 /2" MIN. GLASS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR S' GLASS BITE G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. I X, TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS E EXTERIOR 6 A 6 A 6 NOTE: MS, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5' & 66'. 8 7 40 SEE NG 5 5 5 EXTERIOR INTERIOR EXTERIOR I Ou111\a1u\a\a\ I i eO NIW „b/l-1 o v o o o p o o i, 8 r Ill1lllll llllllllllllc 0 1 O NIW ,,Y/ t-t G NAA ° UNIS.0 ° eh ° S l'0 A C Q ° Oa W O _ Z a0 ^ Z F0 d° W ° D M c zn: oV SEE NOTE 1 EXTERIOR CAL CROSS SECTION dng shown - inswing pproved EXTERIOR N f Q• o• o A Q Z d L W EXTERIOR SEE NOTE 1 l M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A Shown w/1 X sub -buck Z NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 7 i 004D-Wn- RiauqqqMIMM94bMbb"h.- M 0 E s AULLION OWN FOR FERENCE ONLY BORING MASONR OPENIN( 0 o FRM iv N O 2X BI t ners may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. MCLEARANCE:: MIN:.CLEARANCE NT:; O MA;SONRY;. ` TQ;ADJACENT:;':: EDGE::::•::;'::` ANCHOR••::•:•. 2° 4" in 4" 7-77 SEE DETAIL 1 L V TYP. HEAD — JAMBS M TYP. IE 0 ICK F L TYP. — c N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWIN L INSWING M OUTSWINi L INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) N 2 rn n HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 10 a CENT SEE DETAIL 1 JT - TYP. HEAD & ._ MASONRY JAMBSBS OPENING TYP. _ FRAME BUCK F _ TYP. N SILL a SEE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. WIN:CL'EA,'RANCE::' :MIN.:CLEARANCE: to TOMASONRY.:-:':-. •::TO•i1DJA' CL N N to HINGE JAMS INSWING III OUTSWING D 27 INSWING LATCH 8 DEADBOLT DETAIL HINGE DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) Attar strike as sh WUUU 24 1 1/4" INItKUPI SPAUR SIEEL s WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC UP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ARMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /2' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.91. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4' L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1/2' PFH SCREW STEEL PE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 1 j 66 13116'X 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3-3/4" PFH ITW CONCRETE SCREW STEEL b Cli 2.12' c" 4.63„ 16 OMWING SIDEUif i BUMP FACE 1HRESHOLD I 2.59" Spacer 2.14" 1.68" 5.75' 1.691,- c `oIF v; L ' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031A Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc, Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) eiret a cirLyndon F. Schmidt, P.E. lo 3. Calculations Prepared by ono`' • ? :. oop Sictned &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) one ;.•`G Sot yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. d = Nlo 43409 A 4. Quality Assurance 2-5- Certificateof Participation issued by National Accreditation and Management o Institute, certifying that Therma Tru Corporation is manufacturing products %% -0 7F within aqualityassuranceprogramthatcomplieswithISO/IEC 17020 and 9 STATELyndon F. Schmidt, P.E.U FLPENo. 43409 Guide 53. 0X• .FV_ ` '00 10/16/2017 Sheet 1 of 1 ' QS, etl:u.e sovvIXv 3sic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). and spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet WHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS ( general notes 68.,Y MAX. OVERALL WIDTH O ( ZZ Z o 4 1 L W w W Uj U U- OC J U- 4J J W ixLLJ 0 O o. EXIMUR z INTERIOR 1 Ir HORIZONTAL CROSS SECTION 29 42 TOP RAIL G >= 0.67) HINGE STILE FLATCH S11LE BoTrom ma 42 46 EXTERIOR INTEI S'GLASS BITE 2 EXTERIOR INTERIOR 2 5 SG >-- 0.42) e frame screws) is SEE NOTE I 22 U4 29 ! 1GLAZ ING DETADETAIL) . 5 insulated glass w/ smc lite frame 1/2" MIN. GLASS THK. EXTERIOR or— 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS S'GLASS BITE r.., GLAZING DETAIL01 .5 insulated glass w/ pvc rite tome 1/2" MIN. GLASS THK. I /A' - TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI Qq29 SEE NOTE I INTERIOR EXTERIOR C'SINK TYP-) IZONTAL CROSS SECTION Ning shown - inswing approved 1s, 0.1s' INK C'SINK P.) (TYP.) 20 117nm SEE NOTE I 12 M ) (50 SEE NOTI INTERIOR 5 EXTERIOR HORIZONTAL CROSS SECTION 4 Shown w/l X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66'. 0.1 s' 20 CSSINK TR'YP-) r 8 40 XTERIOR JTERIOR (in) Y 1 (12) r a o o74-'- L) low 63 19 rnz0 INTERIOR U fi60 61 C33SSSECTION inswing \ m r LA I LIC I V I% 40 C 664 L 1 63 4 VERMAL CROSS SECTION 5 Inswing configuration see general notes, sheet 1 z a for "HVHr-Water infiltration i requirements \ m INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck INTERIOR 7 8 o SEE NOTE 1 V EXTERIOR ICAL CROSS SECTION ling shown - inswing pproved EXTERIOR SEE NOTE 1 (M S0 toys oV N W INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e. INTERIOR EXTERIOR 50 PERAP 0 P90, E F s. b•w t7 ih U N O ANCHORING STRIKE JAMB ers may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to afar joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN;::CLEARANCE::;::MINCCEARA:NCE; MASONRY:.;: ANCHOR.....:::; 2" 4" In 4n 27 MASONRY OPENING FRAME 2X BUCK SEE DETAIL 1 TYP. HEAD & JAMBS M ) TYP. F TYP. SILL t t t t SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction M OUTSWIN L INSWING M OUTSWING L INSWING i to U z O III DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) N In Cq HINGE JAMB I U I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 uiur_c n a .. SEE DETAIL 1 TYP. HEAD & JAMBS SONRY ENING FRAME -f 11 II II J TYP. 1 X BUCK 1 F TYP. SILL o.. 1 1 I11 a , . SEE DETAIL 2 FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN::•CLEARANCE:; MCLEARANCE: TO; MA;SONRY.... O,.;'AD]ACENT.:..' EDGE.::..::: ::::::::: ANCHOR::; e HINGE JAMB n N N Ui INSWING M OUTSWING 27 INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 116,, 5 66 OEM* 63 HINGE• DETAIL r— Attac strike i as sh. rrvvv L4 i 114 inii;n%.er i orn%.Ln aICCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC 1CRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 1 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1 -1 /2'PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL DOOR BOTTOM SWEEP PVC STEELSELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEELHIGH140 WATER DAM THRESHOLD ALUM. STEELCLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS ESCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS HEATHER -STRIP, FOAM VEATHER- STRIP ; FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. STEEL 46 POLYURETHANE FOAM (1.9 IbS. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.U" L. X .2S' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /2' PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2. 12' —{ I OUTSWING SIDELITE 6" 2.57' 16 Spacer 2. 14" j 1. 69" - o y I _ oiNtmamuffow 5. 1S' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon'F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) a,, rjt2M' 9% Lyndon F. Schmidt, P.E. 4. Quality Assurance °0° F}t' Certificate of Participation issued by National Accreditation and oev° :•,G / ::'. o" se Management Institute, certifying that Therma Tru Corporation is y o E ! 4 0S e manufacturing products within a quality assurance program that complies; with ISO/IEC 17020 and Guide 53. _ : • /`— r rZ ' Lyndon F. Schmidt, P.E. i STAY ` >• FL PE No. 43409 0 Sheet 1 of 1 410,c , ,..••• o; YoWes "0e ,`y a t4oati VVVKJ 74.S' MAX. OVERALL FRAME WIDTH ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material icco. ict is required t6 be protected with an impact resistant covering that BC. `o HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchodng of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHP') only in de locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes is ZZ 3 N z O s 0 03 Y1 W W CeLL- J LL. J J LU aW 0 O P a XI-01000 1111111 42 A 0 INTERIOR (46 HORIZONTAL CROSS SECTION EXTERIOR 4.11" 1.4ir 23 42 Top MIL LATCH S11LE 1.49" f k- T OAK )SG >=0.67) I III I IEllill l INTERIOR CA i CI%I V I% see general notes, sheet I for "HVHT' Water infiltration requirements 19. fERIOR E d ° o A 64 n INTERIOR EXTERI q 62 VERTICAL CROSS SECTION vShown w/l X sub -buck EXTERIOR INTERIOR I 14A MASONRY OPENING 2X BUC P comers may be adjusted to maintain the min. BUCK ANCHORING I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN'C[EARANCE:' :::MIN:: CLEARANCE: ANCHOR: 1 ie^ • 1 9" I d" I II I I SEE DETAIL 1 polls iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY i `- kO F FAIL TYP. 0171 I SILL FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN::CLEAItANCE;. CL:EARANCE• iAIN ........`:::::.......................:::::::::...............:...:.:.::....::: TOMASONIt.Y:;:.:;:•: •T,.O.;ADJA:CENI:;:;;;: DMENT:::.:::i:::::::::;::::::...:....::...::..:....:::::.:.:.:::.:....:.::..:...... EDGE:::•:::.`:::`.;:::••:: •.: •.ANCHOR•::::::•: Nor I r I r MASONRY TYp, HEAD OPENING JAMBS FRAME 2X BUCK SEE DETAIL - DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 F-1 I I I SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE X a ONLY _ : yU 52O F TYP SILL I FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 i1 fo vi N I HINGE JAMB to SEE DETAIL foist IEAD MBS ASTRAGAL SHOWN FOR _ REFERENCE °- ONLY O F TYP. f 7 ' SILL FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF L r ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to s to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. CL:EARANCE' MINr::CLEARANCE: EDGE.::.....'............: ANCHOR:`..... 1/4" . I T I r MASONRY OPENING FRAME I BUCK, III TYP. HEAD JAMBS I I_ to SEE DETAIL ASTRAGAL SHOWN FOR " REFERENCE ONLY _ 4? U oiO F TYP. SILL — r r r r r FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and G) DP <= 6OPSF 2) A W I 63 I DETAIL I Attach astragal/surface bolt strike plates to frame as shown (OuWng) 63 65 66 SEE DETAIL 63 U 64 DETAIL I Attach astragal/surface bolt stn'ke plate to frame as shown (Inswing) 64 Eq N HINGE JAMB 95.26' 8" 18.38" 20.a' 18.S' 14.W 13 )TYP. TYP. MY SEE NOTE 1 ro:, I{ 0.06' 4 -- 0.13, ASTRAGAL DETAIL TYP. 13 4.S' 3.2S' 7' 0.75' TWDn%A/ ATTWPTr1P ANfl rrvvu WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.1 S' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL t ALUM. IEATHER-STRIPS FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL OFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. iOR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X..25' THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL 4.00 d F-- 2.36" --I SsJombHEAD d SI 2.20" 4.63' 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.76' 1 y 33 SELF ADJUS1iNG SADDLE iHREHOLD T i R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenifiwte orAuthoriration No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118Industrial Dr. Fiberglass Double Door col Sldelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA5036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) ootzt bW69igpsah9r Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Al (• •• 11- 90 Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) e` 4 ':•'`G'i: t`! u ;•; ss_yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : 09 s 4. Quality Assurance , * ; Certificate of Participation issued by National Accreditation and Managemer] .. a Institute, certifying that Therma Tru Corporation is manufacturing products = -0 : : 1 S-- y i t_ OF _ Ctl m Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and ''/ FL PE No. 43409 Guide 53. i.r ••. V— 6 .% 10/16/2017 XSheet1of1 • ,i7 O4 sbAoatu Ise OV`` 0 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. vvnv sic -Craft® SS DOUBLE DOOR W/ SIDELITES NS WING / OUTS WING NON-immc "' id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material Xo. t is required to be protected with an impact resistant covering that 1C. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 pnder active doors and all sills used under sidelites meet VHT'. L 3 configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in s locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I general notes detail 105.5' MAX. OVERALL FRAME WIDTH 1 ZZ 3 z o r 5 W w W W J J Q J W p 0 i A tAltKlL)K 1111111. INTERIOR 7 T I 111 Jim-- is HORIZONTAL CROSS SECnON 2') 42 TOP RAIL 1.49" 1- .39- Ir -T 0.67) 0molawo-V I71111!, 17, 42 46 000116TIN INTEF UiAje--g mot N JknTMAA DAII S'GLASS BITE C23 INTERIOR iG >= 0.42) frame screws)!'Is J--. / V.- ..JAL. SEE NOTE I r25' 24 29 GLAZING DETAIL 5 insulated loss W/ smc rite fro glass INTERIOR S'GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR 25 22 r25 24 @GLAZING DETAIL 5 insulated glass w/ pvc Re frame 1/2" MIN. GLASS THK. oe-- 1 /91 TEMPERED GLASS AIR SPACE 1/9, TEMPERED GLASS EXTERIOR Q! k2 1 SEE NOTE I 14 0.1 s' C'SINK TYP.) INTERIOR EXTERIOR FBI 19-1 RIZONTAL CROSS SECTION wing shown - inswing ' approved 5 4 3 6 6 6 nb ad lical 31 ", INTERIOR EXTERIOR Alj 0.1s' C'SINK TYP.) I 8 7 40) 3 4 5 5 5 5 20 14 11 I M 1 SEE NOTE 1 J 5o INTERIOR S L 4'119,71W 5 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck 0.1 s' C'SINK TYP.) 8 7 EXTERIOR 40 INTERIOR 10 ^ 20 ov v U3 ,9 zPi 1 INTERIOR Up 60 61 C33 SSSECTIONSinswing ' v INTERIOR ziL i W 63 e E D . D e 4 VERTICAL CROSS SECTION 5 Inswing configuration see general notes, sheet 1 for " HVHT' Water infiltration requirements z p: iL INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION Shown WIX sub -buck 60 61) EXTERIOR INTERIOR M to'z U SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing ilso approved z10: EXTERIOR SEE NOTE 1 l M EXTERIOR 50 roNa OU N W e a o. o E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J zo A C iz o u V D-50 M 19 SEE NOTE 1 INTERIOR]"I" EXTERIOR t/ 2 VERTICAL CROSS SECTION 6 Shown w/1X sub -buck NOTE: 1. Anchors oss'y thru sill at 4" in from ea( INTERIOR EXTERIOR 50 104Urr2l ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY MU 0 BUCK ANCHORING. comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. 1E --E- I .. ... ..... ... MASONRY-.'."-':'- ADJACENT---' EDGE-. .... . 1/4" 4" I /,W, 4- MASONR' OPENING FRAME 2X BUCK ASTRAGAL STRIKE JAMS DETAIL I Attach ostragol/surfoce bolt strike plates to frame as shown (Outswing) SEE DETAIL still TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M)Typ. REFERENCE ONLY N F TV. SILL SEE DETAIL 70 FRAME ANCHORING Masonry 2X buck construction 64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) T 0 LATCH & DEADBOLT DETAIL N X 9 11 HINGE JAMB HINGE A it I SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL FRAME ANCHORING Masonry I X buck construcfion 3 may be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. MIN.".CLEARANCE""" LEAMNCE' TO.'MASONRY..".-""",*.'. "."-"'.'TO.'ADJAC-EW..-.*."'-' ANCHOR'::`;::::....... ............. m m OTC r Tk--lrllv HINGE JAMB LATCH A DEADBOLT i HINGE DETAIL 63 67 95.25' 1.88" 18.39' 20.63' 18.5' 13) TYP. TYP. 3.25' SEE NOTE 1 r- 4-- 0.06" I -- 0.13° ASTRAGAL DETAIL Qj- TYP. 13 te 0 0 4.S' 3.25' 2" 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.1S' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .12S' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD tN WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .2S' THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /7' PFH SCREW STEEL 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.20" — 2.17' 01 E_ 16 OUTSWING SIDELITE 2 59" Spacer %1 BUMP FACE THRESHOLD LOW P 2.14"--1.68" F,-69" 1/2/2018 Florida Building Code Online l:.lS1G1UlJ.7CXJ l:J 0 - 0 UUCaU o • 0 (/ AN BOS Home I Login I user Registration I Hot Topics I Submit Surcharge I Stats 8 Facts I Publications I FBC Staff I BOS Site Map I Links I Sear d-bpr 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger 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 Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Date Approved Florida Building Code Online 10/10/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUMISM- SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.Ddf t b e n it a 15332.2 S_ ERIES 4.20 ALUMINUM SGD; SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON-, 0 REINFORCED) Limits of Use' Installation Instructions 0 Approved for use in HVHZ: No' FL15332 R4 I1 08-00498E.odf Approved for use outside HVHZ: Yes, Verified By: Luis Roberto Lomas 62514' 0 Impact Resistant: No Design Pressure: N/A, Created by Independent Third Party: Yes Evaluation Reports . Other: REFER_ TO APPROVAL_ DOCUMENT FOR__DESIG_N PRESSURE A15332 R4 AE 510805D.odf RATINGS, Created by Independent Third Party: Yes 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 1I 08-02248C.odf Approved for use outside HVHZ: Yes Verified By : Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.odf 15332.4; SERIES 420 ALUMINUM_ SGD, SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96"' 0 REINFORCED: Limits of Used Installation Instructions' Approved for use in HVHZ: No' FL15332 R4 II 08-02249C. p Approved for use outside HVHZ: Yes, Verified By: Luis Roberto Lomas 62514' Impact Resistant: No; Created by Independent Third Party: Yes, 0 EvaluationDesignPressure: N/A' Reports Other: REFER TO APPROVAL DOCUMENT DESIGN PRESSUR( FL15332 R4 AE 512969C.odf' 0FOR RATINGS, Created by Independent Third Party: Yes, REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 430/440 ALUMINUM SGD; Installation Instructions FL15332 R4 II 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.Ddf liwamandmat ----a SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW,; REINFORCED; 10 Limits of Use) https:/huww. Installation Instructions' 1/5/2018 15332.9, SERIE! 0/410 REINFORCED, ALUMINUM SG_D' Limits of Use Approved for, use in HVHZ: Noi- -- - llpproved for. use outside HVHZ: Yes ape •.:- - - - - I mparct Resistant: NoDesignPressure: NIA Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE F.L153322R4 II 08_005-OTI fi Verified - .Luis Roberto Lomas 62. I Created by Independent Third Party: Yes Evaluation Reports F.L15'332ZR4 AE 510809D.odf! d Created by Independent Tbir_d Party: Yes 0 SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x967, 0 Installation Instructions 0 FL15332 R4 II U8-00503E.Rdf d Verified By: Luis Roberto Lomas 62514 Created by Independen[ Third Party: Yes 0 Evaluation Reports FL15332 R4 AE 510810D.odf 0 Created by Independent Third Party: Yes: Contact U :: 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen., under Chapter 455, F.S., please click bap_ Product Approval Accepts: RR® Credit Card Safe https://fioridabuilding.org/pr/Pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING COOE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST 8E SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CG-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL; EXTRUDED ALUMINUM, 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. e. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER -OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER TWIN 1.0 OQ NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 V6000 SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11, FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TWIN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TV .046' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 1 ELEVATIONS 4 — 10 1 INSTALLATION DETAILS I Kv I oEsaavlaM I WE I Avvnorm A I ADOED CHARTS 03/05/32 P.L. 8 REVISM PER NEW TESIM 10/29/13 R. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 RA. E REVISED INSTALLATION DETAILS 06/20/17 RI SIGNED: 0CM2017 MI RS LLC I` 650DWESS MARKAND ET STOREET GRATZ. PA 17030 J``\`5111 1I 01V/ i GENS.'J1 o * = SERIES 420 SGO 96" X 80' NON —REINFORCED 1s eNOTESi¢I TAT OF F-'coato• ` DRAW ow No. NNw F.A. Ao 08— 98 E ij iSsll 1ONA 1 E G` Luis R. Lomas P.E. FL No.: 62514 NTS 02/23/09 1 OF 10 LRO'6ERTOLCUOPE. 14W INNOWFOR0 RV LEINISVILLE AC 170Z1 Nraasow dmnnv*fw &"*" 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO 17' 6 MAX r MAX 6- MAXI 6' MAX 17' MAX O.C. O X 6D- T a MAX FRAME / HEIGHT / 6 MAX SERIES 420 SGO EXTERIOR VIEW DESIGN PRESSURERAnNG ONPACTRATTNG t4O.OPSF NONE SEECHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES., I. AW(NWMPANEL SIZE: 481Q'x7r 2 MAXIMUM D.L.O.: 44 &rx 74 SV HARDWARE SCHEDULE - — HANOLE SET (PARTa99-04447) LOCATED 38 3%, ON CENTER FROMPPNEL BOTTOM FA/ ROLLERS (PART "0-17_195) AT EACH ENO OF PANEL BOTTOM RAILS OCSC MM ADDED CHARTS REVISED PER NEW TES(ING ADDED FIANCE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHARTSI WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET. I Dasfgn pressure chart (psl) Fmfm SYge F9nsl and Told Frww Wld1h (In) HDb 30.0 3" 420 48.0 in) A 7Z00 8<00 moo Pas IWp Pas Noll Pos Nap Pas NOR 80. 0 40.0 58.1 40.0 462 40.0 43.d 1 40.0 40.0 CHART a WHERE WATER INFILTRATJON RESISTANCE IS NOT REOUIREOD, SEENOTE 9 SHEET I Design press; Char! (pso Fnam Shl* POnal and Total 9oN4 Width (In) HWjN 30.0 1 X0 420 48 0 h) 60.00 1 T7.0o 8d.00 96.00 Pas I Nap IPas I Nap I Pas I Nog I Pas I Nag 80. 0 55.1 1 55.lj_Q1_F4_&_2_j 43.4 1 43.4 1 40.0 40.0 CHART p NumbW o1 anchor 10"dons re9UII*d Frame SUpb Pxw and.Total Frans Width (h) M 30. 0 36 0 1 42.0 4&0 h) 60.0 720 0 9&0 HaS Jamb H&S Jamb M&S I Jamb H6S JamO 80. 0 4 5 5 5 6 5 8 s MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80- NON —REINFORCED ELEVATION I F.A_ I 08-00498 I E TAME NTS I— 02/23/09 I-2 OF 10 1477 WOODFORD RD IEWLSWLLE, AC I•RTJ arc varoroo 03/ 05/12 R.L. 10/ 29/13 R.L. 12/ 06/13 R.L. 07/ 30/15 R.L 06/ 20/17 1R.L. SIGNEO: 06MR017 OrJ', i TAT Of ; e z iO c` ORlO: •? Lu( s R. Lomas P.E. FL No.: 62514 i Fl HI 95- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX 17' MAX 6' MAX 17' MAX O.C. O x 10' a IAX AME IGHT 6' MAX CHART m Nvmbar o/andror Ioca4amrpWnO Frans Sh* ftW AMTOW 00Nf h(NO WO Sao aao 4so 4i4 0,1 6ao H4S Jamb Tao ff" Jamb M.o Nis is Lao H" Jamb Lao s s s 6 s e s SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL OESIGNPRESSURE RATING IMPACTRATING SEE CHART g4 fOR NUMBER OF 140.OPSF HONE LOCATIONS REQUIRED SEE CNARTS 1 AND R2 SHEET 2 FOROTHER UNITS RATINGS NOTES 1. AWOMUM PANEL SIZE: 46 UP x 79' 2. M4XIMUMO. LO.:445Wx74SB' 47ED HANDLE SET TANDEM ROLLERS 36 314' ON CENTER ENO OF PANEL 60TT REVISIONS oESCRIPloN ATE' APPROVED ADDED CNURIS 03/05/12 ILL REVISED PER 11EW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATNONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L SIGNED. OWWO MI WINDOWS AND DOORS LLC I 650 WEST v s- I GRATZ. PAMARKET 17030REETvJ\GE1k• p *y SERIES 420 SGO96' X 80' NON —REINFORCED FIN ELEVATION TAT OF o•'b OR10T;• oNe ICRn FIIRmnC08T38Ess1hljAill0G``\ ME NTS Nwre 02/23/09 OF 10 y(R R. Lomas P.K. IOWERMLQM0P.E. f47t WOMF RDRD Va LEWSIE, HG2700 A34, 04M ii3maeft eue - FL No.: 62514 1/2• MIN. EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EMBIMENT BY OTHERS 1/4• MAX. SHIM 110 WOOD SPACE SCREW EXTERIOR 11 11 11 11 INTERIOR 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES. 1. INTERIOR AND EXTERIOR FINISHES 8Y OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETERANDJOINTSEALANT8YOTHERSTeSE DESIGNED IN ACCORDANCE KITH ASTU E2112 1 3/8, MIN. EMBEDMENT I -- 1/2• MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 110 WOOD SCREW MIN. WENT MIN. STANCE WOOD FRAMING OR 2X BUCK BY OTHERS avmora IascwlmN are A/PN01Ep A AOOEO CHARTS 03/05/12 R.L. B REVISEO PER NEW TESTING 10/29/13 R.L C ADOEO FLANGE AND AN INSTALLATIONS 12/06/13 R.L 0 REVISED WSTAU,ATIDN DETAILS 07/30/15 RL E REVISED INSTµyATION DETAILS 06/20/17 R.L ' 1/4• MAX. SHIM SPACE INTERIOR EXTERIOR JAM8 INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06/2=17 MI WINOOWS ANO DOORS LLC 650 WEST MPAARKETO GREET iSsIt1O;GRATZ.',r Z * ' * SERIES 420 SGO NON -REINFORCED FRAMEFRAMEX o SEI80"NSINSTALLATION DETAILS y • TAT OF ty O. i' •' c( T' • •` iF OR , CRAMCRAMo.c 1a AEV 08-00498 E F\ G` sau oacNTS 02/23/09 4 OF 10 111111// Luis R. Lomas P.E. L.ROBERTOLQuAsp.E. Iaztno00F(=ROLcnaSV9jENC n ow .0" FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL 1/4MAX, STRUCTURE SHIM SPACE OTHERS ftm= Ns lav OCKRF" CAN MPPAWW A ADDED CFMRIS 03/05/12 RL B REVISEO PER NEW TESTING 10/29/0 R.L. C ADDED FLANCE AND nN INSTAUATIONS 12/06/13 R. R.L.By0 REVISED INSTALLATION OETA45 07/30/15 R.L. E REVISED W MAA110H OETALS 06/20/17 1 R.L. 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR II I 11 11 10 SMS OR SELF DRILLING SCREW INTERIOR ALL TO BE SET IN t BED OF 1PPROVED SEALANT 1 / 2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE MIS TALLATTON NOTES: LINTERIORANDEMRIORFINISHE' S BYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W17HASTIM E2112 i 4' MAX, HIM SPACE 1/ 2' MIN. EDGE DISTANCE 1_ 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 • SIGNED: OW0/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. ENq, J1 SERIES 420 SGO *• 0 5.1a,ror*= X NON —REINFORCED FRAME INS ` y I ::-AFRAME INSTALLATIONDETAILS , TAT OF ? OPAM WgG N0. Rv RIC' s NTS — 02/23/09 08 — 56 OF 10 /'l iltttt``` tao6ERroEIVISV LE. Luis R. Lomas P.E. la74364M4aRCROLEwlWm& C= FL No.: 6251A q•6eboe> b+wBrrbnWo..arn 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE 1 1/4- MIN. 4 i• . EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1/4• MAX. SHIM SPACE OPTIONAL 1x BUCK TO BE PROPERLY i SECURED SEE NOTE 3 SHEET I 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO 'BE SET IN A BED OF APPROVED SEALANT a 1 1/4' MIN. EMBEDMENT 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 3' MIN SEPARATION Iecvmma of6W17110N Wit i MPf4vm ADOEO CNARIS 03/05/12 RL. REVISED PER NEW TC5MG 10/29/13 R.L. ADOED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED LNSTAUATION OETAI S 07/30/15 R.L. REVISED INSTAUATION OETAIL.S 06/20/17 R.L. 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS OPTIONAL 1 x BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY COIVCRET&WASONRYINSTALLATICN SECURED SEE NOTE 3 SHEET 1 NOTES: 1.INTER10RAND EXTONORRNISHES BYOTNERA NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IHACCORLIANCE WITH ASTM E2r 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS OKWK-• oMc Iw. F. A 08-00498 stxt NTS o"n 02/23/09 —6 OF 10 L R OOERTO LOMAS P.E. I= WOOOFDRO RtD LEWSSVALE NC 220M 4344" 409 amnasaWmmo."m SIGNED: 062WO17 cEHSF9s n f ne. NA 1L a X` Luis R. Lomas P.E. FL No.: 62514 NG 1/2- MIN. W OR 2 OOD BUCK EDGE DISTANCE BY OTHERS I ftcwsw S Rcv ocscRpnom a1E APPROV0 A ADDED CNARIS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 RL. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATXN DETAILS 06/20/17 1 R.L 1 3/8. MIN. EMBEDMENT 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/4- MAX. SHIM SPACE T- 1/2- MIN. 10 WOOD EDGE DISTANCE r INTERIOR SCREW I EXTERIOR 11 11 11 11 INTERIOR E SET IN APPROVED SEALANT 010 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT MIN. DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. fNTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWr SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WINN ASTM E2112 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS t_ EXTERIOR JAMB INSTALLATION DETAIL 1W70D FRAMING OR 29 BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS ORO* owe 1/0. F.A. 08-00498 VA9 NTS I o"E 02/23/09 `7 OF 10 L RODERW LIMAS P.E 1432 1Y000fGRD RD LEMSVALE NC V= 474-600MQ9 RmuM9lbw&q =M SIGNED. 0&202017 it.. I to4i lz ENe, P TAT bE OF • - 1111II111 Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F ORIwNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 7 . 110 SMS OR SELF ORILUNG SCREW INTERIOR TILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINM&= BYOTNERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOIVTSEALANT GY OTHERS TO GE DESIGNEO INACCORDANCE WRMASTM Ell l2 RVISM ocsownm as Appw4p ADOEO CW1RfS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADOEO FLANGE ANO FIN INSTALLATIONS 12/06/13 ILL REVISED INSTALLATION OETNLS 07/30/15 R.L. REVISED INSTALLATION OETAILS 06/20/17 R.L 1/4' MAX. ff SHIM SPACE . 1/2' MIN. EDGE INTERIOR DISTANCE_ 10 SMS OR SELF ORILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL AfETAL STRUCTURE INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS L30111111111111/ 650 WEST TZ MARKETPA STREET SERIES 420 SGD96"*• X8NNON —REINFORCED NFOTAILor = LAFLANGEINSTALLATIONDETAILS101- f ro 1'O;pl !40RICp;• f!;08- OOI498 ORAlftow Iaa i i83:1ONA1NC`soarR. LAmGs P.E. NTS °" 02/23/09 8 OL ROBERTOLOWIASP.E.LA713 IWNOOOFONIOROLEWISVUE, NC:)R7FL No.: 62514 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE 1 1 /4' MIN. a EMBEDMENT 1 /4' MAX. r SHIM SPACE EXTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 3/16- TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT 06CWVIIIXI CATE AVVRWJW ADORED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADORED FLANGE AND FIN INSTALLATIONS 12/06/13 FILL REVISED INSTALLATION OETNLS 07/30/15 R.L REV= INSTALLATION DETAILS 05/20/17 1 R.L 1/4' MAX. r SHIM SPACE MIN. •' EDGE DISTANCE . MIN SEPARATION INTERIOR 3/15' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRErEA"SONRYINSTAWTION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1.1MERIORAN0 EXTERIOR FINISHES. BYOTHER9 F NOT SHOWN FOR CLARITY. 1 1 /4" MIN. L PERIMETERANO JOINTSEAWVT BYOTHERS TO SE a, EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06=2017 MI WINDOWSDOORS uC MARKET STREET 650WESTKS R!IZdof 1' MIN. GRATZ. PA 17030 r •GEN p.'Fs i EDGE DISTANCE SERIES 420 SGO 1k• a 6 96" X 8NONRENFORCED FLANGE INSTALLATION DETAILS TATE OF oRnwe oRc Na goOf•• SIOIIIAIItO\ P sxx[ NTS wtt 02/23/09 19W08- 98 OF10I4R08ERDLEWISVXLEACr4nLuisR. Lomas P.E. 30485OFGvtoaoMnok u ww"M ULfii60d09 10onufTArbmapraomFLNo.: 62514 WOOD FRAMING /4 MAX BY OTHERS I SHIM SPACE ga WOOD SCREW INTERIOR 1N. MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2XBUCKWSTALLATION METAL STRUCTURE -n BY OTHERS APPROVED SEALANT BEHIND FIN 1 1/4- MIN. TRIM 8 WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/4- MAX. HOOK STRIP 7/16- MIN, EDGE DISTANCE EXTERIOR 1/2- MIN. EDGE DISTANCE RDH9016 OGiCRPTION OLK APVROVFD ADOED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADOED FUWGE AND FIN INSTALLATIONS 12/06/13 R.L REVSW INSTALLATION DETAILS 07/30/15 R.L RENSEO INSTALLATION 0EU10.5 06/20/17 R.L 1 5/8- MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP ---' SHIM SPACE #10 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOW FRAMNG OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 49. NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM En 12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP - SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT S10TNCREWOOD PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X SUCK4VOOD FRAMING I.". ' 1 1/4- MIN. EMBEDMENT T I BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR ' PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY-00ONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X SO- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS owune orc llo. F.A. 08-00498 5GALE NTS — 02/23/09 —10 OF 10 L ADSERro LO 44S P.E. ISR N000FORD RDLEWISVILLE, NG--7= 41w•66e 4= I bn p mn SIGNED: 09W,2017 G E N8F . bSTATE OF ; ki Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD OURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-175. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHUNG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING IWO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. AL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SWILL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. META. STRUCTURE: STEEL ISGA. 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM15. APPROVED CONFIGURATIONS: OX. XO. XX, XP. PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION OFTAL S Lm I I DATE I vpwn w 1 A I ADDEO FLANGE AND FIN INSTALLATION 12/10/13 ILL. B REVISED INSTALLAMN OETAILS 08/03/15 RL C REVISED INSTALLATION DETAILS 06/21/17 RL SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 11111I11I1 650 WESTE TZ. MARK 0STREET30 sF .s r 62 *• OSERIES420SGOREINFORCEDWITHOUTADAPTER 96' X 96' ATNOTES Ac AtZ V.L 1 '08-02249 NTS 9' 10/30/13 1 SKM 1 OF 10 "11111111110" LRWRTOLOWSRE. m Lu1a R. Lomas P.E. NSZ w000F4W RO LET`vMIUA NCZAt1 FL No.: as 4344mo4m 'e motApu ma m _ 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r { 17' MAX I I I O.C. 6' MAX 6' MAX 17' MAX O.C. 96' MAX FRAME HEIGHT 6' MAX / SERIES 420 SGD REINFORCED WlfHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RAT VG ONPACT RATING 135.OPSF NONE SEE CHARTSVI AND e2 FOR OTHER UNITS RATINGS NOTES: 1. 'MAXIMUM PANEL SIZE: 48 Pr x 9S 2. MAXIMUM0.L0.:445rxD0S8' Ikl 101 FLAT MOUNTED HANDLE SET mom,-145) AT 38 3I4.ON CENTER FROM PANEL RMWI.. H ENO OF PANEL BOTTOM RAILS PANEL INTERLOCKS CHART sl WNERE WATER INFILTRATION RESISTANCE IS REOUIREO. cee un a ...ram.. Oosi n pre=M chat (ps0 Fiat Shpb A rw WR TOW Frame w (h) H 30.0I 30.0 420 1 40.0 h) W. 7200 8400 98.00 Pas Pea Np Pos Nov PIN Np 84 a 40.0 50 9 40.0 45.T 40,0 420 SU 40.0 a8A 40.0 43.0 sew 39.4 92.0 40.0 45A 40A 40.8 37.1 37.1 0R0 40.0 43.1 38A 30.4 35.0 35.0 CMRT42 WHERE WATER INFILTRATION RESISTANCE is NOT REOLAREO. SEE NOTED SHEET r DOSfgn PRNLSSOre Chmf OW Rang Sh01O Pand and TOW Rwm wg (In) alp 31L0 I 380 420 Aae h) 60.00 72A0 84.00 man Pas I Aka I Poi I Np Pas Pos Am 840 50A 58.4 50.9 50.9 42.0 42.0 8A0 552 SS.2 45A 48.0 394 39.4 020 62A 52A 45.4 45.4 37.1 37.1 940 49.11 49.8 4&1 43.1 35A 350 CHARTAN Numbs s"Chorl"40onsraaalnd Frarro ShOb Paw and TOW Frame WIM h) J0.0 30.0 420 48.0 hl 60.0 720 04A 96 0 HAS I Jamb N4S Jamb HAS bmb HILS Jamb 4 6 5 8 6485686az48588686 4 8 8 8 8 8 8 8 ocsc vnoM ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION OEIAILS REVISED INSTALLATION DETAILS MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V.L 1 08-02249 Wxs NTS o"n 10/30/13' 2 OF 10 L AlOWW0 L0Ka P,E. 1102N000FOWROLEWISVILLE. MCV= 7+4waw raana*"xnsw4.carn oat AOPM43) 12/10/13 R.L. 08/03/15 R.L. 06/21/17 RL SIGNED: 06f21/2017 ILI04tz, GENS 9 P• 0 P 1t= A OF ;- O'. Luis R. Lomas P.E. FL No.: 62514 S N FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAM13S SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX6• MAX O.C. i 6' MAX 6' MAX 17• MAX O.C. 6' T AX LME GMT 6. A(AI AX 1 SERIES 420 SGO REINFORCED WITHOUT ADAPTER AT) SILtCHORS PER LOCATION EXTERlORVIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING /MPACTRATING REQUIRED t35.0PSF NAVE SEE CHARTS I1 AND 92 SHEET 2 FOR OTHER UNITS RATINGS NARDWARESCNEOULE iT (9944-145) AT 38 3N• ON CO S (99-17-195) AT EACH END OF EMEMT (668) AT ALL PANEL I V RLV I 015CAIPIM we .RRnorm A FLANGE ANDFLANDnN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS OB/03/15 R.l C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANG SQF. 48 r x 2r I MAXIMUM D.LO.: 44 S/8-x 90 Sor CHART o4 Number afembef IOCadamilaa0!/ad Rag. SbVW RONal and TOW U* Wkkh (;) MOON no Sao 420 1 4B.4 6ao 720 Boo ou H637Jamb H4S Jamb Us$ Jamb H&S Jamb r" 4 6 5 6 6 6 8 6 no 4 6 5 6 6 6 6 6' o2A 4 6 5 6 5 6 6 6 BB. o 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 S00 REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION V. L 1 08-02249 70- NTS I o"a 10/30/13 "aT3 OF 10 L ROBERTOLOhNS RE I= NOOOiORD RD L6MV4LE. RC 2M= 43& 604609 xlomaapNanapa.cam SIGNED: 0&21=17 E NSF J+ APO7 4o FdkeORVDG?% 70NAi1E Lu( s R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE I WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEQMENT BY OTHERS 1 1/4' MAX. SHIM 110 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X 81ICX INSTALLATION NOTES: 1. INFERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRy. 2. PERIMETER AND JOINT SEALAIVTBy OTHERS TO BE DESIGNED IN ACCORDANCE WTTHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT LIN. L1nm u15TANCE aL>,lsaaa9 olsavvllou Chic AMaP/m A00E0 FLANGE ANO nN INSTALLATION 12/10/13 RAL REY1SEO INSTALLATION 06TAIlS 00/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L_ 1 3/8• MIN. 1 /4• MAX. EMBEDMENT r SHIM SPACE T — I INTERIOR 1/2MIN. EDGE DISTANCE I T lal . I 110 WOOD SCREW EXTE WOOD FRAMING OR 2z BucK JAMB INSTAUATION DETAIL BY OTHERS MOD FRIMINGOR2XBUCK INSTALLATION SIGNED: M21/ 2017 MI WINDOWS AND DOORS LLC 11u1uu,l, 650 WEST MARKET STREET GRATZ. PA 17030 R' to04i v .pElVy' 9Ji i SERIES420 SGO REINFORCED WITHOUT ADAPTER a 51pt11r = 9TA X 96' FRAME INSTALLATION DETAILS k E jlO•• TATOFZ= oaalt V. L artiao. air idF•jP[OR1a;•: i SS' waa 08- 02249 C dv NTS o" TE 10/30/13 —4 OF L. AMRFO Lako%S P.E. 14= MOODROW RO LEIN4VU9 NO Z= Luis R. Lomas P.E. 43,460 M FL No.: 6251 A 9 METAL STRUCTURE By OTHERS 1/MIN. EDGE DISTANCE 1 /d' MAX. O B r SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR II II ' II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VER77CAL CROSS SECTION METAL STRU CTLIREINSTAUA770N NOTES. r. INTERIOR AND EXTERAOR Fw1S4ES SYOTNERS, NOT SHOWN FOR CLARITY. 2. PER41lETER AND JOINT SEALANT OYOTNERS TO @E DESIGNED W ACCORDANCE WITH ASnM E2112 i- 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. r SHIM SPACE A ADDED FLANGE AND FlN MAILATIDN l2/10/l3 R.L REVISED INSTALLAnON'DETALLS 08/03/1S ILL. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRLlCTLREINSTALUTom SIGNED. 06/21/2017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ.AEETMPK17030 4fJ`G EIV SERIES 420 SGO REINFORCED WITHOUT ADAPTER tk• 9 9 FRAME INSTALLATION DETAILS j,TATE OF pWl,; oaale v.L VIC No. aIv PF•F OR10*• A xAlc 08-02249 C ss/ONAII/1I1111110\ NTS 001 10/30/13 T5 OF 10 L ROBERTO LOMS P.f, 4V %000FO" AD LEwlSvxLE scn Z7 Lids R. Lomas P.E. A43"fe- 6B9 bmaxvwm&%Wmn FL No.: 6251 d 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE r n 1 1/4' MIN. CONCRETE • ' a, • + EMBEDMENT MASONRY I BY OTHERS 1/4' MM. SHIM SPACE OPTIONAL ix BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I) I I I I INTERIOR SILL TO BE SET IN r A BED APROVEOF SEALANT a. 1 MIN. a. • • . ' EMBEDMENT 2 7/B' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION lam ccw-gr *" DATE AnonwEo ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L REVISED INSULLA110N DETAILS 08/03/13 R.L RENSED INSTALLATION DETAILS 06/21/17 ILL 1 1/4' MIN. EMBEDMENT 1 1/4' MAX, i' SHIM SPACE MIN• EOGE DISTANCE MIN SEPARATION INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTK)NAL lx BUCK CONCRETEmASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERADR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE OESIGNEO IIVACCOROAIVCEWTHASTAI E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER 96' x 96- FRAME INSTALLATION DETAILS v4 06-02249 VALE NTS O1rz 10/30/13 1 ""'w6 OF 10 L ROSEMOLCAWP.E. 14-V W00-0 AO LEWIM ACE, NC V. 43"110.060 dwujOMbu&W"om SIGNED: 062112017 O pQ, TAT 6EOF : N s NA11 G`\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE 10 WOOD SCREWS INTERIOR f0 BE SET IN OF VED SEALANT I10 WOOD SCREW 000 FRAMING OR 2X SUCH BY OTHERS MIN. RENT w.. ..w ....vc VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK MTALLATJON NOTES: I. WTENOR AND EXTERIOR FINISHES, 8YOTHERS NOT SHOWN FORCLARRY. 2. PERIMETER AND JOINT SEALANT8Y OTHERS TO BE DESGNEO /N ACCORDANCE WRN AS7M E2112 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE OISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RD1sl0rs Kv 0c$cRvra+ 1 047E APWIOV0 A ADDED FLANGE AND FIN INS'TALLATKIN 1 42/10/13 ILL 8 REVISED INSTAUATION DETAILS 05/03/15 R.L C RINSED NS AUMON DETAILS 06/21/1-1 R.L 1/4• MAX. SHIM SPACE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK hWTALLATION SIGNED: OW 1/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKETOSTREET o11111/Ill/ IF L0 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 6 nt= 96" X 96" FIANCE INSTAl1A71ON DETAILS ay k t_ TAT Of O. stAU 08 —022 C NTS 19ATr 10/30/13 79 OF 10 011IA%.'C?\``` LRMOTOLONMSRE. 42? W000FOW RD LEW6VUE. KC V= Luis R. Lomas P.E. osf4344W4 mnmso6+ar r oo..m,, FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSrAL ATWN NOTES: I. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS. NOT SHOWN FOR CIARITy 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1 / 4• MAX. SHIM SPACE T y10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT IN 1/ 2- MIN. EDGE OISTANI 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RE% IS*M TV 0e5cffip N ate APPMM A AVOW FIANCE ANO FIN INSTALLATION E12/10/13 R.L.REVISEo INSTALLATION DETAILS 03/15 R.L c REVISED INSTAUATIoN ouAu 06/21/ 77 R.L. JAMS 1NSTALL4tlON DETAIL METAL STRUCTURE INSTALLATION t SIGNED: 062112017 MI WINDOWS AND DOORS LLC 11111IIlI 550 WEST MARKET STREET GRATZ. PA 17030 5 ft. LC ii Z * SERIES420SGDREINFORCEDWITHOUTADAPTER96' X FLANGE INSTALLATION DETAILS a TATOFeyi S' • v 7s/ 1jA11\` Luls R. Lomas P.E. ORAM V. L. 08-02249 REV C s iuc NTS 1 10/30/13 8 OF 10 LROBERTOLOmo% gp.e. rut w000raROR0LEWJSVUE NC V= 431• eee M AomaaQAtrlonrrprmn FL No.: 62514 1 1'/2- MIN. 1- MIN, RM9aNs SEPARATION EDGE DISTANCE aLv orscavlaN u¢ AFFMM A ADDED fL NCE AND nN INSTALLATION 12/10/13 R.L 6 RLMSED INST '• • • . .. AlL1TI0N DETAILS 00/03/15 ILL 1 1/4' MIN. C REVISID NSTALLATION OETNLS 06/21/17 R.L. CONCRETE/ ° : • EMBEDMENT 1 1/4- MIN. MASONRY — EMBEDMENTBYOTHERS1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE 1/4• MAX. PROPERLY 1- ; , ••a r SHIM SPACE SECURED MIN •' I INTERIOR SEE NOTE 3 EDGESHEET1 DISTANCE 3/16- TAPCON Fl -11 EXTERIOR 3 aINTERIOR •MIN. SEPARATION SILL TO BE SET IN a A BED OF 3/16• TAPCON 3/16• TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MOTHERS BY OTHERS 7 JAMB INSTALLATION DETAILMASONRY/ CONCRETEAIUSONRYUVSTALLATIONCONCRETEOPTIONAL1XBUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: a 1 1/4' MIN. 1. INTERIOR AND EATEAIOR FINISHES, SMOTHERS• NOTSNOWN FOREMBEDMENT 2 PERIMETER AND JOINT SEALANT SY OTHERS TO BEa .. . DESIGNED INACCORDANCE WITH ASnW E2112a SIGNED. 06421/2017 2 7/8- MIN. 1• MIN. MI WINDOWS AND DOORS LLC `xx1111111rIII/ SEPARATION EDGE DISTANCE 650 WEST MARKET STREET 5 ft • LO !/i VER77CAL CROSS SECTION GRATZ. PA 17030 . •G E IV ' 'I f iSJ1 COIyCRFrSU4SOWRYINSTALLATM SERIES 420 SGO REINFORCED WITHOUT ADAPTER _ *• a 6 - yr 96• X 96, . j c, FLANGE INSTALLATION DETAILSN111110\ k4: ATOF. oAaw+ t V. L owe • 08- 022a9 aW ORla G NTS 0TC 10/30/13T9 OF 10 CNA e1``` L+> MRTOLohgASPF. Npppgpgp RD LFYS rLuisR. Lomas P.E. aJZ VlLLF. NC aue"46a9 FL No.: 6251 A WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED - SEALANT BEHIND FIN 8 WOOD SCREW 1/4' r MAX SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK NVSTALLATIOnf APPROVED SEALANT 1/2' MIN. BEHIND FIN 1 1/4" MIN. EDGE 88 WOOD EMBEDMENT DISTANCE SCREW WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4 MAX. SHIM SPACE 1 3/8" MIN. I_ 7/16" MIN J EMBEDMENT EDGE DISTANCE EXTERIOR INTERIOR VERTICAL CROSS SECTION WOW FRAMING ORYX BUCK INSTALLATION FOR SILL INSTALLATION SEE SNEE754.9. aysl0N$ WE APVKorm A ADDEO FLANGE AND FW INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION OETNLS 08/03/IS R.L. C REVISED INSTAUJITION OETA&s 06/21/17 R.L. 1 5/8' MIN. EDGE OIST. a TRIM n INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE r BY OTHERS HOOK STRIP 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION ' MASONRY7C0NCRETE METAL STRUCTURE 1/2' MIN. 8Y OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP zc—i 10 SELF DRILLING SCREW 10aSCR WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUOIOWOODFRAMING SIGNED: 06121/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 0 i GENS'9 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NAILFIN & HOOK IMSTALLATION DETAILS i1. TAT OFNOTES: t.WTERIORAND EXTERIORFINISHES. BY OTHERS 08- 02249CjSS p . iE`•• fOR1QP:•HOTSHOWNFORCLARrTy. 2PERIMETERANDJOINTSEA( ANTBYOTHERSTOBE 10/30/13 r10 OF 10/0NA1DESIGNEDINACCOROANCEH4/HASMElff2LROWATOLGAWP.LLuls F4344801VO14" NOOOFORO RD LEWISWLEMC 2702T R. Lomos P.E. rxw FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIOA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cds1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIR D FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVTY OF G-0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048" THICK - MINIMUM 15. APPROVED CONFIGURATIONS. XIX• TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS ocicItpoe" a1L APPROYm ADDED CHARTS 03/00/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 00/05/15 R.L. REVISED INSTALLATION OETAILS 06/22/17 R.L. SIGNED. 06*M17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET aa111NN,,,/ J g R. LpA.i/, N 9s• GRATZ. PA 17030 C I. S 0 6ov*= SERIES 430 SGO 143' x 80' NON REINFORCED oNOTES 5 ETAT D OF OIIAMt OrMC w. atv OS E sous 0in s1 wNTS02/23/09 I OF 9 Luis R. Lomas P.E. FL No.: 62514 LRmnrvtawASP.E MKgOOac0WROLEV4SvUE,MCv= 43&404M 7roi7 lLmsfq.com 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17'MAX r 6. MAX 1 D.C. 1 6MAX T- L 17' MAX 80' O.C. MAX BANE T- X X SERIES 430 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 00. 0PSF NOW SEE CHARTS al MID $2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SLZE: 48 I/1' x 79' MAXIMUAr 0.L0: 44 3W x 74 3r HARDWARE SCHEDULE FLAT MOUNTED HANOLE SET 0)9.04-145) AT 36 3W FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS lav I CEMPTION WE AFPRM A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTWG 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS IV06/13 R.L. 0 REVISED WSTALLLTION DETAILS 08/05/15 R.L. E REVISED WSTAllAT10N DETAILS 06/22/17 R.L CHART sl WHERE WATER INFXTRAITON RESISTANCE 15 REQUIRED SEE NOTE 9 SHEET 1 Design promrs chart (psi Franc Single Panel and TOW Franc Width (n) Height M) 30. 0 90. 00 36. 0 108A0 410 126. 00 1 47.7 143 00 Pas Nag Pos Nog Pas Nag Pas Nag 80. 0 40.0 54.9 40.0 45.0 40.0 1 432 1 40.0 1 40.0 CHART+ r2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIREO SEE NOTE 9 SHEET I Design pressure chart (psi Fame Single Panel and Total Fian VVM n) Melght 30. 0 36.0 42.0 47.7 90. 00 10&00 126.00 143.00 Pos I Nog I Pas I Nog I pox I Nog I Pas I Nog 80. 0 549 1 54.9 1 48.0 1 4&0 1 43.2 1 432 1 40.0 1 40.0 CHART 93 Numbar of anchor locedons required Franc t N) Sllgb Panel and Total Franc Width (in) 30.0 3&0 42.0 47.7 90.0 10&0 1 12&0 1410 H" Jamb H&S Jamb Has I Jamb I HaS I Jamb 0.0 6 1 5 T 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED ELEVATION oannn: oxc ra. F.A. 08-00502 S'-"E NTS I a`E 02/23/09 -2 OF 9 L RO BERTO LOU&S RE I412 W000FORD RO LEWNSVILLE NC 27= SIGNED: 06/ 2=117 ICIO'b G E N`44` 9`P 1r• 0„ 6126 9t 1 TTATT rrE OF ONA`L? v` Luis R. Lomas P.E. FL No.: 6251A 1/2" MIN. EDGE OISTANCE 1 3/8' MIN. EMBW000FRAMING ENTOR2XBUCK BY OTHERS i 1/4- MAX. SHIM 10 W000 SPACE SCREW — EXTERIOR II II 11 II II II INTERIOR SILL TO BE SET IN d10 WOOD SEALANTT APPROVED SCREW I = WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN.' I_ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: r.INTEMORAND EXTERIOR RNSHES BY OTHERS NOT SNOWN FORCLARIII: 2. PERIMETER AND JOlAIT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1_ 1/ 2' MIN. EDGE DISTANCE 10 WOOD 1 3/8- MIN. SCREW EMBEDMENT WOOD FRAMING OR 2X BUCK T BY OTHERS 1/ 4 MAX r SHIM SPACE otc- ma i my ocV.Sm"m MTc A"Ra m A ADDED Cl-MTS 03/06/12 R.L 6 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X SUCKINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80* NON REINFORCED FRAME INSTALLATION DETAILS 61wx oaR Ra F. A. 08-00502 scar: HTS 02/23/09 —3 OF-9 L ROBERTO LOWS P.E. 14n WOODFORD RO WWLSVQLE. AK: ZMM 46. 6000m Abmas@bkm wcom SIGNED. OWZ2017 L; E N p- .,p O- TAT047-s,, P: 4 Luis R. Lomas P.E. FL No.: 62514 1/2, MIN. EDGE DISTANCE METAL STRUCTURE 1/4' MAX. BY OTHERS SHIM SPACE 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1(2' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE MrALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN fOR CLIRITV. Z PERIMETER AND JOINT SEALAIVrBYOTHERS TOBE DESIGNED ACCORDANCE WTT H AS7M E2112 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED LLANT RLV610TL9 RLV McRrIMN MTE A A ADDED CHARTS 03/08/12 R.L. B REVISED PER NEW TERM 10/15/13 R.L C ADDED fUWGE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTAIyATION DETAILS 08/05/15 R.L. 1/ 4' MAX. E REVISED INSTAUATION DETAILS I 06/2Z/17 R.L. I SHIM SPACE 1/ 2- MIN. ff== r EDGE DISTANCE Arj INTERIOR 110 SMS OR SELF DRILLING SCREWS METAL[ n jo[:l STRUCTUREBY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTUREWSTAUATTON SIGNED: 0&2WO17 MI WIN650oOWS AND WE5T MARKET OSTCREE7`LC `.5 R 1fL/11, aA,'. GRATZ. PA 17030 •CEIYs 9,.+ SERIES 430 SGO *•or FRAME x NON REINFORCES FRAn E ME INSTALLATIONDETAILS qDO,• TAT OF aTNvx: o+ c N0. I NTS ° 02/23/09 08Is"W42 Of/oIIIAIl10LROSOM10iMSALuis R. LomoaIAWwv00FOwDRDLEWISVUENC2MMFLNo.: as P.E.P • 43,4sg sw e4wnw®64nu r qyn 1 1/2" MIN. 1" MIN. RLV OCSWlvlpw 001 APgR6yO) SEPARATIQN EDGE DISTANCE A AOOW CHARTS 03/06/12 ILL B REVISED PER NEW TESTING 10/15/13 A.L. C ADOED FLANGE INSTALLATIONS 1 06 73 R.L. a • ' . • : + 1 1 /4• MIN. 2/ / a •" i 1/4" MIN. EMBEDMENT D REVISED INSTALLATION 05/15 R.L.ODETAILS 0R.• EMBEDMENTi/4" MAX, / COMSONRY • a' + SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 ILLBY OTHERSIrL_ OPTIONAL MIN. 1X BUCK EDGE TO BE DISTANCE • . ' ' INTERIOR PROPERLY SECURED 1/4• MAX. SEE NOTE 3 SHIM SPACE .. SHEET 1 IN 3/16" TAPCON MIN, SEPARATION EXTERIOR INTERIOR •:a ' 3/ 16" TAPCON '. •' EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL 3/ 16" TAPCON CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRFTHMASONRYIWSTALLATOV BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MASONRY/ 1 ! CONCRETE BY OTHERS •! 1 1/4• MIN. NOTES; EMBEDMENT 1. INTERIORAND EXTERIOR RNISNE& BYOTHEn NOT SHOWN R]R CLARTTY, a . a'' , , '• ! 2 PERINETERAND JOINT SEALANT BY OTHERS TO BE a DESIGNED W ACCORDANCE WTTN ASTIII &112 SIGNED: 06f22/ 1017 2 MIN' 1 MIN. MI WINDOWS AND DOORS LLC %itl SEPARATION EDGEDISTANCE650WEST MARKET STREET `S VERTICAL CROSS SECTION • GRATZ. PA 17030 v •GEN,p 9,i i CONCRETEIA4SONRYINSTALIATIONSERIES 430 WO *• 143"x 8NON REINFORCES FRAME FRAME INSTALLATION DETAILS p • 7AT OF sv oPwot owc Pa. rlLv i'FS;:c OR10P G''\ srxc NTS °'E 02/23/09 08 s'aT52 OF 9 E ,,/%IVA11S N' LROBERTOLQUOP,E Luis R. Lomas P.E. f m FLNo.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2' MIN. EDGE DISTANCE 17— T 8" MIN. EMBEQMEMf 1/4- MAX. SHIM SPACE EXTERIOR II I 11 11 11. 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES. BYOTNERS, NOT SHOWN FOR CLARITY. 2. PERIMETER MID JOINT SEA4WT SY OTHERS POSE DESIGNEO IN ACCORDANCEWITNASnW E2112 SET IN APPROVED MIN. VENT 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE RCASIX43 ocvjwn m ADOED CHARTS REVISED PER NEW TESTING ADOED FLANGE INSTALLATIONS REVISED INSTALLATION OETNLS REOM INSTALLATION OETAILS JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK JNSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 WO 143' x 60' NON REINFORCED FLANGE INSTALLATION DETAILS oFAM arc r0. F.A. OS-00502 wuc NTS I "E 02/23/09 1-6 OF 9 L ROOEATO LQUO P.E. 14V KA000FOW RD LEWISVSNE. AY) V= 43&620m dbausaftmuysalm a1c AvvAorap 03/00/12 R.L 10/15/13 R.L 12/06/13 R.L. 08/05/15 R.L 06/22/17 R.L s T SIGNED. 0622/2 117 v .GEIVpF.'s1 i± 0 5 ••*_ TOF O• oF'OR10:• '• Luis R. Lamas P.E. FL No.: 62514 1/2• MIN. I EDGE OISUNCE rMETAL STRUCTURE BY OTHERS 1/4• MAX. SHIM SPACE T 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR L TO BE SET IN Mo OF APPROVED CANT 10 SMS SELF DRIU SO METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA710N VOTES: 1. INFERIOR AND EXTERIOR RIVISHES. BY OTHERS NOT SN01NN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE W/THASTM E2r 12 Anmola lav oaclmlal+ oA1t AppRww A ADDED CHARTS 03/06/12 R.L 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADOEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4• MAX E REVISED INSTALLATION OETAILS 06/22/17 1 R.L. r SHIM SPACE I1/2• MIN. EDGE INTERIOR DISTANCE B10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTUREWSTAUATOV SIGNED: 0&22/2017 MI AND `LC tR II` O*///, i650oOWSWESTMARKETSTOREETRS GRATZ. PA 17030 5 GENs'95. IK0y j 6 * = SERIES 430 SGO x NON REINFORCES FLAN INSFIANCEINSTALLATION DETAILS Gys'I wpTATOF iiO5a.0R10P .0!;Z` CRAM owe No. A£V 08-00902 E z Luis R. Lomas P.E FL No.: 6251A suLc aleNTS 02/23/09 7 OF 9 L WOERTOLONASPF. 1q2 „OOOFM RD IEWISVIILE Ac 27027 4&4304M Awwotunavacom 1 1/2' MIN. 1' MIN. ADA90N5 CONCRETE/ SEPARATION EDGE DISTANCE AEv DUN AvPRM MASONRY A ADOEO CHARTS 03/06/12 R.L. BY OTHERS B RENSEO PER NEW TESTING 10/15/13 R.L. 1 1/4' MIN. 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE C ADDED IRANW OSTMAATIONS 12/06/13 R.L. EMBEDMENT 0 REVISES INVAUATION OVALS 08 05 15 R.L. E REUSED INSTALLATION DETAILS 06/22/17 R.L. OPTIONAL 1+ MIN. 1X BUCK EDGE vTOBE PROPERLY DISTANCE INTERIOR SECURED SEE NOTE 3 SHEET 1 1/4' MAX SHIM SPACE a I { 3/16' TAPCON 3 MIN. T aSEPARATION 1 EXTERIOR INTERIOR i 3/16' TAPCON 3/16- TAPCON SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT JAMS INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL tX BUCK COHCRETEYM4SONRYINSTALu7K)N MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURES BY OTHERS SEE NOTE 3 SHEET 1 A. S T 1 1 /4' MIN. EMBEDMENT I. INTERIOR AND E7ffmwOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY d" , .t 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM E21 i2 SIGNED: O&ZZ2017 2 7/8 MIN. I.MIN. MI WINDOWS AND DOORS LLC 111111II SEPARATION EDGE DISTANCE 650 WEST MARKET STREET R- to /ij VERTICAL CROSS SECTION GRATZ. PA 17030 g CONCRETE/AfASONRYINSTAUATION SERIES 430 SGO sir•, 80" INS NON REINFORCED o YFLAN143' EFLANGE INSTALLATION DETAINS TAT OF {yam oAwN oVCAa AIN 4iO•ct`•IORLCP•x 0B E i/s/S ONA 1 V` xAt[ NTS oaE 02/23/09 914T82 OF 9 LR09EATOLOMASRE. 14M Wo AWW AD LEWSV LE NC D677 Luis R. Lomas P.E. 4 &416AMA9 wmWaam FL No.: 62514 1 5/8' MIN. EDGE GIST. TRIM 4 INTERIOR TRIM BY OTHERS HOOK STRIP 4 1 1/4' MIN. EMBEDMENT 1x BUCK BY OTHERS. lx BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETF INTERIOR TRIM HOOK STRIP REvagra oNscFwnvm art APPROVO A ADDEO CNMRTS 03/06/12 R.L. 8 REVISEO PER NEW TESTING 10/15/13 R.L. C AIDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REIVISEO INSTALLATION DETAILS 08/05/15 R.L. E RENSED INSTALLATION OCIA1LS 06/22/17 R.L. METAL STRUCTURE 1/2' MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCR SELF DRILLING SCREW PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION y METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERwOR FWISHE$ BYOTHERa NOT SHOWN FOR CLARITY 2 PERIMEMM AND,IWNT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASnW E2112 1 3/8' MIN. EMBEDMENT Manea S10 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 8UCWWO0D FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS oplaft DEG Np, F.A. 08-00502 5c" NTS art 02/23/09 ;UT9 OF 9 L R00ERTD LDMAS P.E. 432 WOODFORD RO LEH7SV4LE, MC Z= O& WOM ebrtwV*Awj= CVm SIGNED: 0612212017 O' N J`S G E NI'9 l. ` 4F •`P 1l111111111`' LU13 R. Lomas P.E. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WRITREQUIREMENTSOFTHEFLORIOABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR CO-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM l5 REOUIRfn FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION, RESISTANCE. OVERHANG HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING RHANG RATIO . OVERHANG OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONOETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT- INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATE'S WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048- THICK MINIMUM TABLE OF CONTENTS N0. DESCRIPTION NOTES ELEVATION 3 — Mann oc3cw1w MTE APPROVO ADDEO 04ARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE uISUUAnaa 12/06/13 R.L. REVISED 1NSrAUATXIN OETuIS 06/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L, SIGNED: 0&22&017 MI WINDOWS AND DOORS LLC 111uInT 650 WEST MARKET STREET GRATZ. PA 17030 1\\5 G E NSF 9J+ SERIES 430/440 XIX SGO 143' x 96' REINFORCED NOTESQofTAT OF ` i FsRL0T; LuI3 R. Lomas P.E. OMMKI F.A owc OS-00503 REr E ssxc NTS °i`R 02/23/09 sxon 1 OF 9 L R06ER/OLOWS AF 14M MOODRORO RD LEWWVXLL° RC 2703 4u<4 M bmew,"M FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' r6' MAX MAX I 6• MAX 6' MAX 1T 17' MAX O.C. 96' T MAX FRAME HEIGHT 6' MAX X SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 If2 x or 2 MAXQWUMD.L0.:443/4•x9O$W 6003.1B 6063•TS HAROWARESCHEDULE AT 37 361.ON CENTER FROM PANEL AT EACH ENO OF PANEL BOTTOM RI 1TALL PANEL INTERLOCKS INTERLOCK ADAPTOR AT INTERIOR as IxsertiPltoN A I AWED CHARTS 8 REVISEO PER NEW TESTiNO C ADDEO FLANGE INSGILLATIONS 0 REvmm NsTaAArm DETAILS GNATpt E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS AEOUIREO SEE NOTTF 9 SIIFFr 1 DwOR prewle Chart (psq Ferro 3100 Rasp and TOM RWm %Y4M (in) M 2&0 3LO 42o 47.7 N) MOO f00.00 12&00 142.00 Pos Nat Pox NOt Pas Nap Pax Nap 840 a0 1 60A 40.0 57.9 49.0 520 40.0 4e.0 6l0 OA e0.0 40.0 54A 40.0 489 40.0 4&0 no 40A 59-6 40.0 SL7 49.0 4&1 40.0 423 9QA 40.0 59A 40.0 4p, 40.0 49.T 40A 4 a CURT a WHERE WATER INFILTRATION RESISTANCE LS NOT REQUIRED SEE NOTP 9 SHFFr r Dos/ n pMswfO 4haR (w Awl Strgb Panel and TOW From VYM (In) No" 20.0 I SILO QO 47.7 in) 90A0 104010i 12&00 14300 Pao I Moo Pox 1Hop P0s Np P0s Nev aaA 60A 1 GOA 1 57A S7A 520 520 4&0 4&0 e&0 5" 1 54,e 54A 4&9 4eA 45.0 4&0 920 59A I 59A 51.7 51.7 46.1 4&1 429 423 9&0 5&0 1 5&9 a9,0 49 0 q.7 43.7 40.0 400 C74ARTR2 Humber 0/aONw I0ta00rrarapalr4d Rat SMm Pend and Tat- Fran VAM In) Hobla 20.0 1 3&0 4ZO 47.7 DOJO 165.0 12&0 1420 HISS Amb N68 Jame H65 jamb H68 Jamb 6aA e e T e a 6 9 e 7 e 7 1 6 e 6 9 e 920 7 6 7 e e 6 9 6 0&0 7 e 1 7 1 6 6 6 9 6 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED. ELEVATIONS F.A. 1 08-00503 I E NTS I °"1C 02/23/09 1 $NMT 2 OF 9 L ROBERTO W"OLS P.E. 14221N000FOROROLE119SVRLE NC27027 47441130m dbMjxv&wnAw&aarr . 04T1 APPR04(0 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 ILL 05/ 05/15 R.L 06/ 22/17 R.L. I SIGNED. 0&r22/2017 xS GEN8 9.P p 4TAT OF ;4v i•PF• 40R10 • ? Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2" MIN. I EDGE DISTANCE 1 3/8MIN. EMBEDMENT 11/ 4' MAX. SHIM SPACE INTERIOR 1/ 2' MIA. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCK ffWALIATTON NOTES: 1. INTERIOR AND EXTERCR 14NISHER OY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AVD JOINT SEALANT BY OTHERS TO sE OESIGNEO IN ACCORDANCE WITH AST M E2112 1 3/8' MIN. EMBEDMENT 1 1/ 2' MIN. EDGE DISTANCE 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8' MIN. EMBEDMENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 / 4 MAX. SHIM SPACE R& GONS R[ v OLSCWPIION oat MPRorm A ADDED CHARTS 03/06/12 R.L B RENSEO PER NEW TESTUIG 10/15/13 R.L. C ADDED FLANGE INSIALAATIONS 12/06/13 R.L 0 REVISED INSTALLA70M OVALS 0E/05/15 R.L E REVISED INWALLATION OETAIS 06/22/17 I R.L JAMB INSTALLATION DETAIL MOOD FRAMING OR 2T1 BUCK INSTAUATAON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96" REINFORCED FRAME INSTALLATION DETAILS oPwft orC wo. F. A. 08-00503 WAI NTS 02/23/09 — OF 9 L ROSERTO LOMAS P.E 14V W000FOR0 RD LFM?SVWA NC 2= 4, UQ*4= 10ards6&bmaAanaom SIGNED: O&/2W017 RETto 9 i G NSF 0 6!! 6 •k= 9 A OF O OMA ' E Luls R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE METAL 1/4- MAX. STRUCTURE SHIM SPACE By on+ERs ML 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATTON NOTES: I. WTERIOR AND EXTERIOR FINISHES. SYOTNEIM NOT SHOWN FOR CLARI 2. PERIMETER AND JOWTSEAWVP BY OTHERS TO BE DESIGNED INACCOADANCE WITHASTM E2112 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN 3ED OF APPROVED 1l.ANT I 1/2- MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I. 1/4- MAIL 1 SHIM SPACE CA I CPIIVIY Rr4tam RLV oE5gtlP11GM MTE APFFQKV A HOED CWWTS 03/06/12 R.L. 8 REVESE0 PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/0 R.L. 0 REVISED INSTALLATION DETAILS 00/05/15 R.L. E REVISED INSTALLATION DETAILS 06/2Z/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06&WO17 MI WIN650oOWS AND 1R11 0 F iWESTMARKETSTORSEETLLCN.\ GRATZ. PA 17030 o SaSERIES430/"0 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS a rk E aTATOf ,— y i'1'ts:o<0Riot, GAuga ONG w. 1¢v 08 3 E Vi/S7ONA Luis R. Lomas P.E. FL No.: as a saua are > NTS 02/23/09 4 OF 9 L FGBERTOLOMOP.e 14ML WOOOFDRO RD L61MISVILLE AC TG.D Q&C,9 w A bMMvmm CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN. 1• MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. s EMBEDMENT 1/4' MAX. SHIM SPACE r3/16-.TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN, EDGE c DISTANCE p 3" MIN. SEPARATION c • • . 3/16' TAPCON SILL TO BE SET IN ' A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 11/4 MIN. EMBEDMENT 2 7/8"• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION Rav RDISIO S ocscaana DATE A AOOEO CNARTS 03/00/12 R.L. 6 REVISED PER NEW YMMO 10/15/13 RA. 1/4' MAX. C ADOEO MNCE INSTALLATIONS 12/06/13 R.L. SHIM SPACE 0 REVISED INSTALLADON OETAIIS 08/05/15 R.L. E REVISED INSTALLATION OETAILS 1 06/22/17 P.L. INTERIOR Ir--1 , Ell EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCREIENNASONRYINSTALLITOV TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR RNSHES. BYOTHERt NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WTTHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORM M. OwG No. F.A. 08-00503 WALE NTS — 02/23/09 P5 OF 9 L R06ERTO LOMAS P.E. 14V w000F0W0 RO LEWZVILLE MC V= 4;&604609 dwnino MuRamm SIGNED: 06)=0T 7 REAL/o''. G N8 9d1 1TATE OF • a= O : -- 9 ONAiI G` Luis R. Lomas P.E. FL No.: 62514 I0 FRAMING R 2X BUCK BY OTHERS 810 w000 - I SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE MIN. EMBEQMENT 1/4' MAX. SHIM SPACE INTERIOR rSILL TO BE SET IN A BED OF APPROVED I SEALANT 1 3/8' MIN. EMBEDMENT 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATOV NOTES: I. INTERIOR ANO EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE IAOTH ASTM E2112 1 3/8' MIN. EMBEDMENT T-- 1 /2' MIN. EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE REVISIONS RLV OtscmPT= DATE APPROVED A ADDED CKQM 03/00/12 R.L 6 RENSEO PER NEW TESTING 10/15/13 R.L C ADDED FUNCE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETNLS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAL CATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX WO 143- x 96' REINFORCED FLANGE INSTALLATION DETAILS ORWC owe R0. F.A. 08-00503 atxt NTS *01 02/23/09 s'W G OF 9 L ROBERfO LOU" PE last V4000FORD RD LE tnlUE KC Z = 43&60.Ww danna dnmp"" SIGNED: 06/2M17 IR11LU:4 4 ilr• 0 ..*= ANTE OF ; e 'c OR10T:• OMAIII I11t%% G` Lu13 R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SIAS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2' MIN. I EDGE DISTANCE cn i crt1UM 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: L IMERIOR AND EXTERIOR F"SHES. BYOTHEIM NOT SHOWN FOR CLARITY. Z. PMMETPR AND .p1MSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 1/4' MAX. SHIM SPACE OR LUNG r cnrvn L TO BE SET IN BED OF PROVED SEALANT 1 /4' MAX. r SHIM SPACE MIN. EDGE IN7 DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLvlsoxs Kv DUMP" a1E PFAVLD A ADDED CNAM 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R:L C ADDED FLANGE INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS I 06/2Z/17 RL T v JAMB INSTALLATION DETAIL METAL STRUCTURE INSTXU ATOV SIGNED: 06/22=17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" x 96REINFORCEDFLANGEQ-eiTlAileINSTALLATIONDETAILSOf Nr OF•;°• ? ijS O10RI' D DRAV. F. A. owc No. An 08- 00503 E NAt;viN WAIXNTS02/23/09 7 OF 9 11111111 Luis R. Lomas P.E. LROBERTA7LGMA, SP.C. UU% A0ooRORDROLEWISVALE.SC274= 436480= 9 dw usvwM aoosum FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS e 1 1/4' MIN. 1 1/4" MIN. EMBEDMENT SHIMu. avmorts tRv OfSCRFW Mtt APvROM A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 06/ 312t R.L. 0 REVISED INSTALLATION DETAILS 08/OS/IS R.L E I REVISED INSTALLATION DETAILS 06/22/17 1 ILL OPTIONAL 1' MIN. • 1X BUCK EDGE DISTANCE ° TO BE . ' ' INTERIOR PROPERLY 1/4" MAX aSECURED SHIM SPACEENOTE3 SHEET t . • ^ 4 .. 3/16' TAPCON MIN. SEPARATION ° EXTERIOR INTERIOR OF 3/16' TAPCON 3/16 TAPCON SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT ..-CIL— CONCRETE/MASONRY OPTIONAL 1 X BUCK JAMS INSTALLATION DETAIL BY TO BE PROPERLY OTHERS SECURED COWCRETE/MASOIVRYWSTAIIAnON MASONRY/ SEE NOTE 3 SHEET 1 CONCRETE BY OTHERS S • 1 1/4' MIN. I- NMRIORM1DEXiER/ORFINWHES,BYOTHERAEMBEDMENTNOTSHOWNFORCLARITY. e . • 4 • •' -,= 2 PERWETER AND JOWTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2T I2 SIGNED. OS/=017 SEPARATION 2 PAR7/8' MIN. 1" MIN. MI WINDOWS AND DOORS LLC 1LILIIII/IIATIONEDGEDISTANCE 650 WEST MARKET STREET `J S It. Lp i GRATZ. PA 17030VERTICALCROSSSECTION = ,••GENSE.;Ls ' COINCRETEWASONRYINSTALLATION SERIES 430/440 XIX SGD 1k• 0 8 sr 143" 98' REINFORCED FLANGE INSTALLATION DETAILS 9. $TAT OF wu"o owc No A,av i'°•'CORIO?'• x u[ NTS — 02/23/09 08-0-83 OF 9 E ,', IONAi1%G``` LaO8ERr0L0"SP.E. Luis R. Lam.E. 04"WOODRIMP-LEIVISVILENc20L9 FL No.: asas P 4T fiS 0009 .am 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4' MIN. EMBEDMENT I SUCK BY OTHERS. P BUCK TO BE PROPERLY SECURED VL 3/16" EXTERIOR a ` PANEL INTERLOCK NOOK STRIP INSTALLATION MASIONRYACONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM —%, INTERIOR HOOK STRIP 0cttavroR ADDED CHARTS REVISED PER NEW TESTING ADDED FIANCE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS 1/2' MIN. EDGE DISTANCE 10 SELF ORILUNG SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8" MIN. EMBEDMENT HOOK STRIP ---- l S10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/1NOOD FR4A" NOTES. I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHO WN FOR CLARITY! PERIMETERAND JOINT SEALANT BYOTNERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA•17030 SERIES 430/"0 XIX SGD 143" z 96" REINFORCED HOOK INSTALLATION DETAILS 11R 11p: owc //a F.A. 08-00503 SrAt[ NTS — 02/23/09 —9 OF 9 L. ROWRM LOWS P.E. 14V V=DFORO RO LEWI5VILL6 NC 270M 44-all-0009 I APPIRIM0419 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 06422(2017 T OKF 40 IVAL 111111111 Lull R. Lomas P.E. FL No.: 62514 s - Business & Professional Regulation i rgaml® SCIS Home I tag In I User Registration I Hot Topics ( Submit Surcharge I Stats a Facts I Publications I FBC Stall I BCIS Site Map I Unks I Search I FI dda 1 %1/ USER: Product Approval i' I . USER: Public User Product Approval Menu > product or Application Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived FL9174-R12 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE-46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-001112 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated O1/02/2018 Date Pending FBC Approval O1/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 022B-3189SB-PB S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 11 324620 P16 lamb Connection SUDD sicined.odfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0229-318959-P9 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 Il 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo slaned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0230-318960-P10 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection Suop signed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD slaned.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0234-319022-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart signed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sloned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOI112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sipned.odf FL9174 R12 11 319040 Pl Post istall Instructions sianed.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sipned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.vdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0236-319024-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supolement Chart sioned.odf FL9174 R12 Il 319040 Pl Post ]stall Instructions signed.DdfImpactResistant: Yes FL9174 R12 li: 324620 P16 Jamb Connection SUDD sianed.DdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I1 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL2174 R12 1I 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 11 319040 P1 Post ]stall Instructions sianed.odfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other. Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/940019600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0600-319026-P5 S.pdf Approved for use outside HVHZ: Yes FL2174 R12 11 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 I] 324620 P16 Jamb Connection SUDD sipned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sloned.odf FL9174 R12 11 324620 P16 lamb Connection Supo sioned.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +41.00/-46.30 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24'. Glazing 0602 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 li 0602-319028-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sipned.ndfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0603-319029-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sipned.pdf FL9174 R12 lI 324620 P16 Jamb Connection Supp slaned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoplement Chart sioned.odf FL9174 R12 lI 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 11 324620 P16 lamb Connection Suop sipned.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Thins 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 R12 II 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart slpned.odf FL9174 R12 11 324620 P16 lamb Connection Suop sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/610019100/9400/9600 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 R12 iI 0606-319032-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.odf FL9174 R12 11 319040 PI Post Istall Instructions sipned.ndfImpactResistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF 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 R12 II 0609-319035-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf FL9174 R12 Il 319040 PI Post Istall Instructions sianed.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection Suop signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0607-319033-P6 S,Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sloned.odf FL9174 R12 11 324620 P16 Jamb Connection Supp signed.odfImpactResistant: No Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 68Ck Ngrtt Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850.487-1824 The State of Florida Is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.2395. •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 emails 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.5., please click bUL. Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being Issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 4 L,:Z4 Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope OWN• .".y0,''' No. 46M STATE OF Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scales, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the'deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174A FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16, x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-136 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 Psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024P7 319025-P7 Impact Rating Yes No No Yes Yes N D. Table 1 B — Doors under Evaluation 0... ticervsF O ' NO- 46718 9N STATE OF ((/ Z Z 0 ORIDA .• ' \ 2 '%ZONAL ENG` FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 sf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-126 319029-P6 319030-P6 Impact Ratin No Yes No No Yes Q- Table 1C — Doors under Evaluation r oN D. Ty GENSF N ' 46718No. —_ LU _ STATE OF W Table I — Doors under Evaluation C. Conclusion I Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 6s' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 WIVI- 1. MOM -IMPACT RiwrANr MID/G OPnom - .OBE• MNOON SSG GLAZING N MOLDED FRANCS SCRIM 13 GA NON2 ANGLE. TOCEDICR NM A UNU M OF (4) 1ea1' 9CREMIS 913TAM" N TOP OR INTERMEDIATE SECDON (WIN OR VATHOMT DEODIIATIVE NSERTO MUM KINIFOM STATIC 13 CA AO ANGLE. RDESIGN PlIS MRE! SHORT! ON THIS CRAVW% CLAaNO SHALL RAW A MAIaIUN HEICNT Or 1173' APO A MAXIMUM LENGTH OF IL75. OIA3XG a MOT IMPACT l9 CA NM MCRIZ• RESISTANT APO ODES MOT MEET THE REQUIREMENTS FOR TRAM IMMD- GaNC OEMs REGIONS 3/I6.1-s •• L IMPACT RESISTANT OLAZMIC OPTION - IMPACT LAD RESISTANT GLAZING SYSTEM MAY BE INSTALLED N TOP HIM 3 AS OR INTERMEDIATE SECTION (WIN OR MLTHOUT DECORATIVE 90" IuSCRT! GLAZNO SMALL BE 1/4' WRRmAN-M IG W MIN TC OR EQUAL. CLAZING SHALL HAVE A TRACKPOl MAIO, NM "EIGHT Or ISM' AND A MAIOIUN LEWIN OF 3009'. CL4zm O OMACT RESISTANT ANTI cas MEET THE RECRREMEMTS FOR WMD-BORME OEGASS REOIMM SAG.$-3/0- MO SEE OFFAL E ON SHEET 2 I= ASSEMBLY OETALS. SCREW AT EACH GLAZO SECTION RECURS REINFORCEMENT CRICKETS JOG SRACEF ATTACHED TO U-GAR ON UPPER IMTEQRAL LOG (SEE DETAIL O SMELT b. SIG GA .-STINT SC R*W TO WNFR 91TECRAL RIG ON SECTION AND OPCRATON SRC TO BE 1/ 4-204/I6• TRACK BOLT AND I .-20 HEX FACTORY NSTAUEO. INSTALLER SMALL fEW INSTALL (1) MER AT CA61 Ja AMID 1/ 4-14%7/B' SELF ORILLNG Mt1OT1E SMEW TO ATTACH SREBRACKET LOCATION E E CEMRJBIAE OF THE DOOR PER DETAIL I ON ATSECTs1 MMYL OR MODO DOOR STOP NAILED A MAAWM OF 9- D. C. MUST OVERLAP TOP AND BOTH END! OF PANELS MINIMUM 7/19- TO MEET NEOAIIYF PRESSURES. 1 THEY LOLL SIDE LOGO, OR OPERATOR REOWRO. 13 GA lTIFFEEO S SECTION SMIALL BE CONSTRUCTED NTH FOAMED IN AAMB BRAMEIS PLACE POLVURETIUNE FOAM INSULATION CHEMICALLY SEE =HELD= FOR BONOED TO 30 CA NTaNM FACER STEE1. AID A GUAR TV. LOCATION. POLYLAMINAR RACER OR 32 W STEEL GAMER. ENO AND TYPE CAP TO HALF A NMOMUM 1.1. DEPTH. B. THE DESIGN OF THE SUPPORMO STRUCTURAL KEY LOTH OR SLOE LOCH ELEMENTS SWILL BE BE RESPONSMUTY OF THE BOTH [NOS T PROFESSIONAL OF RECORD FOR THE BUIONG OR REQUIRED WON OPERATOR STIOICTURC AND IN ACCORDANCE WTN CURRENT WILDING EC NOTE .I. SOLE OWES FOR INS LOADS USTEO ON MS ORAWNO. LOCH S" IN FOR 7. DOOR JAMB TO BE MINIMUM be SIRNCMIAL GRADE LUMBER. REM TO JAW KAMMECDON fUPRENE7T FOR OLARTY B41E: (• SCCIICH SOLIC ATTACHMENT TO SUPPONNNO STRUCTURL ODOR SEE 9EEI 2 FOR U-BARK WCALTIOC L LOUVER OPTION - .040• WUMW U7UVERS N MOLDED ON OOCR9 W1H DOW SECTION OWNTITIES ANTI FRAMESSCRCMTOGETHERWTHAUTONMOr (9) SEE MOLE! I APO 2 OP aFear SC K"3 NSrmm III amBOTTOM SECTION. THIS SHEET FOR GLALNC UVCRs ARE NOT IMPACT RESISTANT AN DO NOT MEET OPTIONS TIE REOUREENTS FOR VLO-BMME I If I REOCNS LOMYEREDMO1 RECURS! OPERATOR STILE TO Of Y THE MYMTENNE OC THE ODOR_ SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX Dow DOOROCR UNIFORM LOAD EACH JAMB (PILE) 19'- NY ALL v207.2 -230.4 7- Ir ALL IY- O• ALL al .N 72.4 10'- 0• ALL 171 -I.sA G END CM REN90MS F. L11ANCEs TO GENERAL CHANGEDf uGAGARR FASTERCTYPE AT ENO CMS AND BOTTOM MAKER. CENTERMUNK GAUGE AND ADOW Woo OPTION. IEMIIFICAIIOM CKANCED METHOD FROM COIOREO PANT TO ' STAMPED NUMBER CRT 3/G/m P! ADDED SUPUMPOAO COON PRESSURE LOAD! ON STI/PORTINC STRICTURE AND c Jum "IMAGER OF FASTENERS AND CENTER NNCLS REQUIRED FOR MA UMM DOOR IMOTMS ma SAC/99 PG ADDED IMPACT RESISTANCE TO ODOR. ADDED MODEL GIDO. GGO® " M G TO 41A7F 1HAT Lowman NOT N ACT RESISTANT. SM GT 9/G/07 CRT 7/12/OB n UPOATW TITLF BLOCK 110CRY0/29/10 PI O ER]NSL ADDED INS. AND MD( E: (3) CENTER HAG[! PER AM BACEA NOTES REQUIRED ON DOOR WOTHS GREATER MAN CSC 3/23/2O7 12-- 0-. (3) CENTER NAGS PER JOINT FEOWED ON DOOR nD71a LESS THAN OR CWAL To It-w. JAMB BRACKET SCHEDULE DOOR HEIGHTN0. OF s gGaEIs TRAM TYPEDRAaE1S MEASURED FROM GOTMM OF TRAM (ALL eOENS MS ! 2-) r- D 9 a JB I m 2S-T 9 TAT Je.ID• JB 21-3. Ja 2Ga.• e 0• s BE a JB , a Je 3. •R .7-1 . a . iG' JG m a Je e•- 0- s e FAT e 1 .a zt-s .' s . z!a .• ,a w b s7-1 s• .e is a 73-I Je e - o• LMR N7« S[F Ip1E BELOW I UI1 MFJrJ Ir VY\j1I NE J Ko ''. p••.• R NO. 77045 AB) FOLLOWM.O ONDaON DENOTES SLOTTED JAMB BRACKET AYTAq/m TO TRAM WIN 1/.-20d/19- TRACK SGLT AND ANT. O) FOLLONNG OPMDMON DENOTES QUICK INSTALL JAMB BRACKET NSTALCO W BUTTERFLY ROT. NO AOo1TIONAL HMO"ARE 11®(D TO ATTACK TO TRAM. BOORS NTH NIGH UFT. ROOF NICK AD/OR CRATER VAN e' IN HEIGHT REWIRE USE OF CONTINUOUS "ALL ANCE SEE SUPPLEMENT TRAM CURT FOR OCIALS. M. T.S. 92E A Qom:. STATES STATIC PRESSURE RATINGS APPROVED 92E5 SCARE NAME Og10A.• NG`i A/ Q, Wayne OE90N PST.: .2iSO/-28.80 PST. MAX VdDft- 18'-0- MAX HEIGHT. W-9' YW DALE 3/ 8/09 CRT AoNAL E b•— Dalton. TEST .38.85 -M33G SECTION HEIGHT:21' ECM B/OB MR8 aK%( 1Td.IRMd YH SW NKILW Hm NIOMD 1w P n GARAGE DOORS IMPACT/ CTCUC RATED (YES/NKI: TES MAX MODELS 5120/9100/9605 SHEET 1 OF 2 MoWT N7•. M CWSIOV OF OVEOEAD DOOR ORA9EH0 PART H0. REV. M. PC T * a PC ND9w NINTl9aUL O=Un SEALPACK13111 /OR 3D3 ADD" OIOVE FCKSACOLA FL0ROA 3231. WINOLOAO SPECIFICATION OPTION CODE 0230 318960 P10 TfAKLMT1Nn W ..OINO GDfE1101 m 9ETMAa(4,G) 9s9 .7.-99w 12 CA ADJUSTABLE TOP RAGE U-lM OVER ONTEORAL NO IJ CA ABAMAGLE PORRE ATTACHED TO "IN ra (0) PAE-PUAOI[0 TOP TOM= PRE-PUMONCO M01E1 1 HOLES EACH DO FACING UPWARD W 001Ta1H O' lN-BM AND ATTACH Mql CIO OAP AT WITH (2) 1/1-11A9/0' EAOI ENO .lN (>V 1/mlZa.mnTE SOREVO f sr0 p9 CK (31)rs 1 1-IH7/e' SELF OFINUM 1TIE SCRE115 FOR LAW HEADROOM IRACR ((2 OP WIeO1AREUSEDr0ATTACHEDWHO, DETAIL BRACKET AS 9w M LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SAE ATTACHED TO PRE-P{MOIED HOES W TOP OF V-BAA U-BAR OVER VITEGRAL me wilt 4all MOUIS EACH DID UPWARDUSEH10LEIAIOEi0EIHSPEFAOt10THE ANONATTACK THAU ENO PROPER AUGMENT OF ROLLERS CAP AT EACH ENO NTH 2 1 hNA7/e' SELF DRILLING CPoN/TITE IK CA /SHOE ATTACKED / 13 R M 14. ATTACKE ETUiE.D0t0.. U-BM PLACED OVER TOP RIB ON ra BOTTOM SECTION SMALL OIL n e or BE ATTACKED di01 ENO CM AT EACH ENO WITH (1) 1/4-110/e' 3E1F ORR1lNC GD)EL DUE TO CLEARANCES REQUIRED TO 2' NYLON STORNCARD INSTALL SOETIS AT THE IDIDR SOFOROLLER WICK U-BAR0. ALL U-BARS 91ML BE 4- 1/2- STEM OFTAILR METALLED ON SECTIONS PRIOR TO INSTALLING ROCCER SMOGS AMC TOP FOIURE an THE U-BARS. SEE CES anATTAHMENT NOTTHIS SKEET. le W /ONtIC ATTACHED aTECRAL RiB D OR ATTACH WITH (0) I/ hZab/e' SWAVG (2 OF WITH (2) 1/ h20d/B' CRoOGtE UCCH ARE FACTORYiWNPRE -PUNCHED CHEC HOLD ATIC ATTAQE0. 2 OFwaCHEACHNVOWEDLATELANCE A r INSTAL1 INTO IOCAl10N (1 TIIIIU fWIGE TOP LEAF. AMID 1 OF O IYiM AND rmm WHICH 19 FI LO INSTALLED RACE LEAF AND I UM TNRN PRE -PLACEDTIREKillOFU-BAR AND N C DETAIL INTEGRAL = of SECTION) C 12 CA 801Ta1 ORAOLET FACTORY ATTACHED wM ' W PL ACE OVER ORA WITH 1A= WNW, NOTCH OOMPH1ACLEARMBOTTOMDOWNBRACKETANDATMMRu END CAP 4-11p/e• AT EACH END NTH (1) AS CROW SELF DRILLING CSCREWFORIMPACTRESSTANCE, SHOW NO USE (1) 1/1-11a7/e• SOF BOTTOM BRACKET MUST BE SCREW TO THE BOTTOM ` . • GRILLING C IMPTISCREW ACROSS DIE BOTTOM OF THE BOTTOM U-SAR AT U-GAR WITH EACH PRE-PMCM PROLE AT EVENLY 21 1/{-11Y7 DETAIL 0 ds4EJRO MINCE LOCAT10.S USE (1) 1/ h70N6/0' CIEMPTITE SLEW AT AL( O1NEA SEE IIOACT BOTTOM GRACIGET PRE -PUNCHED ROLE LOCATIONS. OCTAX THIS SORT. J KO 0, • Ro. 77015 •' 0,•• STATE OF FCOR10',.•' • A 1, 10NALIIIIII1Y%,G,• D• AM L " 10= PF TALI• • FIRRY C, O IN IOL7 H7C HAIR LPT7w lE R 117•L• to orW160AD`E 1,61R1W'MM GEETO-IL:u a MW STAINLESSWICK STAINLESS GAGED RUBBER WASHERS 3-1/2' CLG MAX 1/G' BEAD tt ULTIRACLAZE If SCRU00011C AL SEALANT OR EQOVAIDNT LACER SIF11 21 MOH-SIRAICIUWL OECORADK INNER NHOOW nGu DETAIL E USED ONLY ON IMPACT OAIID S: CIIO1 - 11 GA RONFORCE IdR BRAOMET ATTACHED WICK () 1/h11A7/ e' l 4 CIONPnTE S01REW15 ( 2 ` O TKM BOLA BRACKST AND U-BAR) ' DETAIL G 1 AT W;C R 1 ht•7 SEEF oRtEao a,=lE SC71i1/ DOOR 11aU SOIE J-•sTTOr 4 OPERAraI e W L ONLYOWNWOIASEOSEC110NSRENOWREGUIRE ATTACH BOTTOMBRACETToeorFalU-ONR WICK (2) r• 1/-IU7/ e' SELF ORRLIHIO C/tlMP117E ` IMPACT ROTTOM BRACKET no" METHOD am PNM TO NUMBER PS ADDED SUPERIMPOSED DESIGN PRESSIAK WAS ON SUPPOIIINC STRUCTURE MO J) SECTION DOORS CLAWED Mlwea of ANDOEORICA ICS Y" (el Y. is CA. MIN FILEAMQUIL6iU- NARROWM DOOR WIDTHS. LOCATED cpjL85 WJTEAS MRS 5/10/00 901NNP6 ADOW IMPACTRESITANCE TO OBOR 4) SECTION DOORS AVOW MODEL 0100, wM fsJ r. 1e CA. BOVED NOTE a To GO - M l -aqm STATE THAT WUWAS LOCATED OVER ARE NOT IMPACT NTFCML =3 AS I ItCSSTAPIT. SOWN CRT 0/0,D7 P7 MOOIFED AAMS BRACKET SCHEDULE FOR FAT OPTION. ADDED LM TRACH OCTAL SHEET L OR 1/ 17/00 PS ADDED IMPACT RESISTANT CLAAMO. ADOC TEJAS LICENSE NLMNM TO TIRE GLOOL. y. A.R wTtweludT xeTF 1. ALL U-BARS SMALL Of PLACED OVER INTEGRAL RODS AND ATTACKED THEW PPE -PUNCHED HOLES WITH (2) 1/h1W/B' OMAPnre SCREWS AT EACH OITERNEpATE NENOE LOCATIONL (2) 1/4- 11A7/0' SELF DRILLING CROMPDTE SOREWS AT EACH ERO CAP (OSLPT BOTH O-BAILS ON BOTTOM SECTION - SEE OEM B APO 0 TM SMIM (2) 1/1-11c5/ e' CRIMPTITE SINEWS APPROMMATRY 1WRAY GE111EER ERO Or DOOR AND INTERMEDIATE OUNCE LOCATION. AND (1) 1/4-144N COMPOTE 301CW APPRODHATELY 0' FROM EACH END. FOR Do= WIDTHS GREATER THAN IY-O. THERE SMALL DE A TOTAL OF (29) 4, r - Amovi0 EACH U-sM ccwT sOM 11-9MS ON BOTTOM SECTION SMALL HAW A TOTAL Or ( te) MGM EACH. FOR DOOR WIDTHS LESS MAR OR EOUAL TO THERE SHALL SE A TOTAL OF (Is) CREW. ATTAOIWO EACH U-GAR OHCEPT 80M U-BARS ON TT. SECDOH STRUCTURAL OEOORADVE MALL HAVE A TOTAL OF (141 S RETIS EACH. K YODOW TRIM L WITH VIE C CEPnOM OF THE ( 6) PAT -PUNCHED NOQ IN POLYCMBONATE THE TOP OF EACH ENO LASED FOR ATTACHMENT OF INC ROLLER SAES LID THE (E) POE-PUNFNEO HOLES N THE BORON OF EACH OO USED FOR ME ATTACILOM OF ME TOP FOITURE AMC UNLESS VOTED OMER NK ON THIS S'EOPWATICH CRANING. ALL FRE-PNOED HOLES IN ALI. U-QAAS 94NL 8E ATTAO4D TO THE DOOR ABUTS 1/4-14.5/0' OWTITE SOEWS- 1 18 CA U-eAM SMALL BE STAMPED '16' APPNORYATELY e' FROM EACH 040. Wayne DESIGN STATIC PRESSIRE aATINGL N +2A/ 0 -Z0.BO 1 TEST IND+J0.BS -•3.20 I a ton. IMPACT CRATED (T'ES YES 11 GARAGEDOORSMODELS5120/91 WINOLOAD SPECIFICATION OPTION CODE 0230 VPOATW TITLE eMAI LR31sm a an No XER Hams s/ 22/2017 OF CHO PART NO, REV. 318960 P10 14" MAX 1 12" MAX 12" MAX I I 12" ` MAX 12" MAX 12" MAX T--[ CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAW¢ A KORM * PC 5711 coum ROAD 160 R K 77M TX K 1178N I'MMONAL 01OMD9T9 sm PROV O) ONLY FOR VOOfl00109 CIF MNOIGAO Ommsvm Q" =If" PLATE LOCATION HEOULE CLIP DETAIL 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1 /4 20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT REVISIONS TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. CREASED ALLOWABLE PRESSURES TO 48.00/-5LOO PSF FOR ALL DOOR VAOnM CHANGED 'TEXAS WALL ANOE' TO 'CONTINUOUS WALL ANGLE. ADDED SUBSTRATE MOUNTING DETAIL CHANOW TO TITEN HO ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED YODELS 9800 D 8024 WITH OVERLAY TO TRACK CLIP SCHEOULL CRT 8/21/07 PS UPDATED MODELS LISTED IN CHARTS, UPOATEO SPLICE 6 CLIP Po UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE /8 CLIP (REPLACED WITH /9 ACROSS THE P9 EXPANDED 1-1/2• TO RSW . 1-3/8• DOOR THICKNESS CUP LOCATIONS 0.28" 11 GA MIN CLIP CHART UP TO 14' HIGH. SEE SCHEDULE 2 \ SEE SCHEDULE CRT 12/11/08 o PIO UPDATED TITLE I E i CRie/2/10 13 GA MIN CONTINUOUS WALL ANGLE L Illllllff/// 7794 yNo. 5 0 • * *_ NAL EN lj 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART MAX WIDT MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART UPDATED TITLE x 5/15/17 yum y @ DATE NAME DRAWN 1 8/21/07 1 CRTqparoCHECKED8/21/07 uRe SHEET 1 OF 2 3395 ADOISON DRIVE DRAWING PART NO. I REV. ENSAWLA, FLORIDA 32514 307494 P11850) 474-9890 2 3/4" t 1 " P2 2 REVISIONS EDGE GIST '"ACIf-CUPS-TEXAS WALL ANGLE 12 FOOT UPDATED Bpi e/I1/03 E60XX MIN, 1 8 2-24 P3 UPDATED FORMAT. 1/8 2-24 INCREASED ALLOWABLE PRESSURES TO 4e.00/—SLCO PSF FOR MIN 3/16 THICK ALL DOOR WDM WALL STEEL FOR MOUNTIN AANNGµLE'' TO TEXAS' 5/16" x 1-5/8" --WALL ANGLE-----" SUBSTRATE MOUNTING LAG SCREW OR DETAIL. INMOCHANGED EQUIVALENT INTO CRT 4/2/07 MIN 2 x 6 N0.2 SPF (G=0.42) OR TRACK CLI PAWED MMOODDDELS 98000T' D e024 947H OVERLAY BETTER AT EACH 1/4-2Ox9/16" SCHEDULE. `C1°P HOLE OR PAIR OF TRACK BOLT AND CRY SMl/07 HOLE LOCATIONS 1/4-20 HEX NUT PS UPDATED MOODS US= IN CHARTS UPDATED SPLICE k CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEOU ES. OLP 9/06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE DETAIPO L DRAWINGS.OATE c MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CRT 10/05/07 WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. THE /B CUP (REPLACED WASHER AT EACH HOLE OR PAIR OF MTN BOARD). ACROSS THE HOLE LOCATIONS IN LIEU OF WELDING o1P 10/24/07 a. d•. Pe UPDATED STEEL OUN7INC OETAII MRB 04/11/08 PSI EnPANOED 1-1/2-TO d' . CHART UP TO 14' MICH. CRT 12/11/08 P10 ADDED MODEL 6700. 3/8" SIMPSON TITEN HO, UPDATED TITLE BLOCK aRT e/2/10 2-3/4" MIN EMBED INTO P11 UPDATED TITLE MIN 2000 PSI CONCRETE BLOCK. REMOVED QUART. AT EACH HOLE OR PAIR CRT 11/15/t3 OF HOLE LOCATIONS y y 11 P12 UPDATED TITLE aWALLANGLE ``• NE J K .,, EBS 1s/17 TRACK BOLT AND LICENSE .•// CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT O: •.ip TRACK CLIP NO. 77945 1 STATE = OF 41 S1 OR10P•.•'• S/'' ONAI. ENG• 11 1 1 y y 1 y Wayne DATE NAME DRAWN 8/21/07 CRT M'AN( 111aINr91, R OUN11' 4376 CRWO u0 f•,}j MDalton. GARAGE DOORS C1IECKEO 6/21/07 MRB SHEET 2 Of 2 IarWulffLamFL P[ »fa n PT 117966 C/ [ L/" 3395 ADOISON DRIVE ORAYANG PART N0. REV. V OfLT9aUt OIw 91wrsLOA SEAL PROUIOEO OIIT M wananoNarInau.o coNsn111cTro1I acrwLs TRACK SUPPLEMENT CHART PENSACaL.A. F —989 3231 80) 4T,h9890 307494 P 11 Wayne Dalton. GARAGE ODORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 1111111101/ //' P''• LICEIVS y ' F .•ice No. 77sa5 y STATE OF 4U: FSS •""CORIOP 0NALIEN`. MINIMUM ING A Lvi7 SOUTHERN PINE 77VKCOAORV 9*4 0 MOM MWL OLIO fL PC 77943 Ta K 117M PROMMONAL ENONmn SEAL PROYM ONLY FIR VDOnCATIOM Of WYOLOAO OONSTWCMV OLTALI 0' MAX FASTENERS PER SCHEDULES I THRU 4 MINIMUM 2.4 STRUCTURAL GRADE UJYSER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SURMATE OR MINWI 290 FOR ATTACMEYENT TO CONCRETE AND GROUT FILLED CMU. TIP. SEE DETAILS I, $ AND 3 REQUIRED FOR VERTICAL POST REINFORCINO SYSTEM. DOOR HEIGHT 1,l 1 1 6' MAX ODOR V40TH LOCK 1 2-3/4• J 2) 3/0• SMPSON TrTEN NO SCREW ANCHOR WITH A 1 1 4• WASHER AND A MINMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. HUMDRUM 25Q00 l OOIICRE7e NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2009 LOS, P17 UPDATED TRLE BLOCK ESC G/I3/17 MO= 2a0 1J Q HEADER LACK AINDWM 2a8 /J L, HEADER LOCKSOUTHERNPWEBRACKETSOUTHERNPINERACKETW4LUMBER 4• 4) 3/0' SIMPSON TITEN No SCREW I 1/2' 1( 4) 3/0' CIA. u0 SCREWS ANCHOR WITH A 1-1/4' WASHER AND WITH 1-1 4' D.C. WASHERS. A MINIMUM EMBEDMENT DEPTH Of LAG SMALL HAVE A 2-3/4' AND A UNIMIM EDGE MINIMUM PENETRATION OF DISTANCE OF 4. 1-9 2• INTO THE MAIN SUPPORT Y,EMBER. DETAIL I MINNVM TOOO P51 GROUT fILI FO dIV MAIL 3 NOTE, MAXIMUM DESIGN LOAD 62.251 cN LOAD DATE NAME CAPACITY OF 2400 LOS. CAPACITY OF 2430 l8i 5 24 SHEET I OF 2 CHECKED JAMB CONNECTION SUPPLEMENT ORAWING PART NO. I REV. 324620 P16 Wayne Dalton, GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 9111 4 90111 PC 379 COuM,Y III IN Ull HOPE 0Mo 0. PE 779-3 TX PE I17111l FROFEnI DIOINZTFS SEAL PI VIDDO ONLY f0I VOORCe00w Of IIWO,OAO CONSTMICT10M OETALS MIN 2500 PSI CONCRETE d=' MAX ALLOWABLE FASTENER LOAD MAY EKOCED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3 4' OF SUPPORTNO STRUCTURE SMALL IEDC 1 BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECOl FOR INC STRUCTURE 3/8' SIMPSON TITEN N0. 2-3/4' MN Elm WN d• BEI,YEEN JAMB BRACKET lOCA1gN JAMB BRACKET I/4-20;9/T8' RACK BOLT AND 1/4-20 HEX TRACE d11FN T NYtPK7KTF Mo IM11N . OFTan MIN 2 4 SPF (0.0.42) OR BETTER WALL STUD T{ M MAX ALLOWABLE FASTENER LOAD WAY l7TCCE0 THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING 57RUCTURE SMALL BE THE SOLE RCSPON9BUTY Of THE PROFESSIONAL Of RECORD FOR THE STRUCTURE I%IIIIT1// I'll 41 Q Ne n945 STAB OF J) r,4rL' P •'• •• 2. Oita •'• FCOR OP'••• %` S/ONA\- 011111110 5/18• LAC SCREW III 1-9/32' CMM BE))D N CENTER OF STUD 6eA1dCET LOCATFOR ION JAMB BRACKET 4-208/,6• ACK BOLT AND 1/4-20 HEX N TRACK 081FlK WOOD MOUM,INC. DFTYI a aTO oe P[R af. FMEM JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK CSC 6/15/17 DRAWING PART N0. REV. 324620 P16 1/2/2018 Florida Building Code Online I Business 8t Professional Regulation 8CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge . Stats & Facts , Publications I FBC Staff : SCIS Site Map I Links I Sear il:l Product ApprovalUpr1USER: Public User Product Aooroval Menu > Product or Application Search > Aoollcetlon List > Application Detail Ta,TA:P. FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715-R3 Revision 2017 Approved Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas.Kopp@andersencorp.com Nicholas Kopp Nicholas.Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden 1, Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I I Sections from the Code https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1/2/2018 Florida Building Code Online V4 Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 1 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 [ Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. M Installation Instructions FL19715 R3 II SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 11 SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.ndf Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ;; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wb supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: M®®DO Credit Card Sate https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGE:VXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OEPICFEO 5 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIR LISTED. INSTALL INOMDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tl/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS 0.E, WITHOUT CO."DIRAT10N Of TOLERAAC% TOLEAANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEIIT. SHIM AS MEQUIREO AT EACH INSTALLATION ANCHOR WMN LOAD GEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE SA INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS. SMIM(SI SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN UWALLATIOM FOR INSTALLATION INTO WO00 FRAMING USE 88 V4000 SCREWS OR 11 GAUGE ROOFING FOILS OR l0A COMMON NNLSOFW I NT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMMOMEM INTO WOOD SURSTMTL INSTALLATION SMALL MAINTAIN MIN. 3/r EDGE OWANCE. FIN INSTALLATIOW FOR INSTALLATION INTO METAL STUD USE n SELF -TAPPING SCREWS, Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 N rRITOTUM BEYONO METAL WALL INSTALLATION OWL MAINTAIN MIN. 3/B• EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE AIO W000 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROWN 1X BLACK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETf/MASONRY, USE 16 INCH DIAMETER HTW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEOMENT: INSTALLATION SMALL MAINTAIN MIN. 13/4- EDGE 0ISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION HMO METAL STUO USE 830 SELF -TAPPING SCREWS OF SUFACENT LENGTH TO ACMLWE A MINIMUM O OMNI BEYONOMETµWALL• MINIMUM EMBEDMENT AND EDGE DISTANCE OCWOE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUSE BE MADE OF CORROSION RESISTANT MATCRIµON HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE PMOOUCT SHOWN HEREIN isOnGNEO AND MANUFACTURED TO COMPLY WITNTHE 6TM EDITION FLOIODA WILDING CODE (FBCL EXCLUDING HVN2 ANO HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: MMA/MMA/ CSA 101/HS.2/A4400B/11 2. ADEQUACY Of THE EXISTING STRUCTURAL CONCRCTWAASONMY, IX FRAMNG, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING AFFUEO PRODUCT 10A05 TO THE FOUNDATION IS THE RESPOMMUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SWILL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFERTO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLEX ACMµCONDITIONS FOR A WCONC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO OEVUKTE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSEO ENGINEER OR ARCHITECT SHALL PREPARE SIM SPECIFIC DOCUMENTS FOR USE WITH ING DOCUMENT IN MON•IMQ AREAS. IN MVHZ AREAS• ONE TIME PAOOUCT APPROVAL TO BE OBTAINED FROM MIAMWADC REM OR AHI. S. APPRGVEO IMPACT PROTEITVE SYSTEM 5 REQLRIIEO ON I NG PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. WINDOW FRAME MATERIAL' PVC FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. 00 NOT INSTALL 7. IN ACCORDANCE WITH THE 6TM EDITION FBC. WO00 INSTALLATION ANCHORS INTO MORTAR POINTS. EDGE DISTANCE 5 MEASURED COMPONENTS SMALL NAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SMALL BE OF A DURABLE SPECIES AS OEFINEO IN BLOCK CHAPTER 23 INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MMUFARURERY INSTALLATION INSTRUCTIONS, ANO ANCHORS SNAIL NOT BE GLASS CHARTS. SEE SKEET 6 FOR BIASING OETMULS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER INSTALLATION ANCHOR CAPACITIES FOR PROOUCFS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIEY A. WOOD• MINIMUM SPECIFIC GRAVITY OFO.SS. B. CONCRETE• 1AXIMUM COMPRESSIVE STRENGTH OF 30M PSL C. GROUT- RUJO CMU• UNIT STRENGTH CONFORMS TO ASTM G90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPAESSM STRENGTH OF 2000 PSL 0. HOLLOW BLOCK CMU . UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL • MINIMUM YIELD STRENGTH OF 33151. MINIMUM WALL THICKNESS OF 47. 8 MIL 10.047r or 13 GAUGE} MIN 1/r EOGE DISTANCE. F. ALUMINUM • MINIMUM µLOY 6063•TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. IM EDGE 0ISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCR: PTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL A HOP=MTAL SECTIONS WAIL FIN) VERTICAL6 HORIZONTAL SECTIONS (TTOWLU6H FRAME) F-5HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE DESIGN PRESSURE MISSILE IMPACT RATING WIDTH MEIGHT36- 64• O/X 35 / -33 PSF NON IMPACT 38• 66• O/X 50 / -50 PSF NOW IMPACT 315' 74• 0/X 50 / •50 PSF NON IMPACT 3r 7r O/X 35 / •35 PSF NON IMPACT a4• 6r O/x 50 / •50 PSF NON IMPACT 46• 7r O/x 351.35PSF NON IMPACT 4B• Be O/X 20 / -20 PSF NON IMPACT 5r 7r O/x 25 / -25 OW NON IMPACT 36• 63. 75' 0/X (ORIEL) 15 / •35 PSF NON IMPACT 40' 01I1c ( ORIEL) 20 / -20 PSF NON IMPACT T2• 6r o/x-O/x 35 / -35 PSF NON TM/ACT 7r 114' O/X•O/X 35 / -35 PSF NON IMPACT 76• 62" O/X-O/X 50 / -50 PW NON IMPACT 76' 7r 0/xO/x 50 / •50 PSF NON IMPACT 76• 7r O/X•O/X 25 / -25 PSF NON IMPACT BO' 74• O/xO/X 35 / -35 PSF NON IMPACT 74. 0/ X.O/x 30 / -30 PSF NON IMPACT IOW 6r O/XO/XO/X 50 / -50 PSF NON IMPACT TDB' 7r o/Xa/xO/x 50 / -SO PSF NON IMPACT IOr 6P O/X-O/X-O/X 25 / •25 PSF NON IMPACT SilverLine Andersen 1 lIM7- 1........... GIE 3RKRL T CANE 14 IN. 111NSW{PR N! "go. NL O'. TI 4j'r1000 F/PIRA 11111L\11 = Y m n mz jV) N _ NzC $ nV ItF: DyM* pI by H.mu. F. Norwo. XP C. 2 m"'°"°"°'" 5WDO0 Cb: 20H7. 06.15IdIIM 44rtr FL#: FL19715 SHEET: 1 OF G MAX HEIG MAX FRAME WiOTH 4B• B E F O' FRAME 4T 96' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIOTH 96' e E 3 PF MAX FRAME HEIGHT 74' mg MIN1 F C A O 4 ! ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARM TOP COMMUnONS FOR ALL 2901r9M RATINGS. SINGLE UNIT CONFIGURAnONS QUALIFIED CONFIGURATIONS ARMTOP CONnGUMnOMFORALL250 -MU RAnNGS, nMN uNrt CONNGUItATIONS MAX FA HEIG lHT L MAX FRAME wmTH 4e• B E F D, MAX FRAME HEIGHT 96• 44 AS ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH LOB• TRIPLE SINGLE HUNG WINDOW SilverUne i tvArKkrsen 014 SUVMVc Ohl" w. m wwsvia w am we (!.• 1.3S.Im I ol 4", l Wr T' 2OF6 2' MAX. FROM CORNERS 1 L Ir MAX O.C. 11' MAX O.C. r MAX. FROM CORNEAS wOTF. w'.KVNRs.Td wqf slwLN;-"a4 ED+NX NOc T.4A0.l Am. "e 3" ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW r MAX —{ . Vr MAX CORNERS I r C.G. 4vr O.4 r MAX I I 4 v2' MAX. FROM CORNERS O.C. ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG W NDOW 6' MAX FROM — r rrt— CORNERS 20• MAX O.G 6' MAX ROM CORNEAS -1 r 20' MAX. O.C. L W MAX FROM CORNERS 6' FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 12 3 O.C. MAX o. I' MAX FROM 6.MAX CORNERS O.C. v M O.I I; MAX FROM CORNERS 6' MAX FROM CORNERS 16 II ANCHOR STRAP FROMP/N 50-ZM-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WNDOW I 6- MAX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW I I ] r MAX. O.C. ANCHOR STRAP P/N 50.2"5-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUne b,,%x CFSLYI OWs4VIN409 0RTK mPTk~N -uk N1O/A! I»tl nmoo IZ g, it1. 2 GC J Z T G S m w mc2 g N vGpGi o. CL x W o c m Ju O G H O o at LuG W iE Tuullllll`` m y m Z y 3 x yz 0 V6 m SW0002 ET. -4 0F 6 CONCRETE/ MASONRY 1 I/2' MINBYOTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X : . WOOD BUCK BY OTHERS s 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. EDGE DIST. 8 WOOD SCREW IN5TAU-4TION ANCHOR EXTERIOR F 11 j BY OTHERS t/4• MAX. PERIMEYER / \ SHIM SPACE SEALANT / } UNIT BY OTHERS 1 / HEIGHT EXTERIOR \ / INTERIOR 1 SEE GLAZING DETAIL. SHEET 6 VERTICAL SECTION Q NEAD • 2X WOOD BUCK NML FIN SEE 6LAZIMG DETAIL. SHEET 6 1 EXTERIOR INTERIOR O.A. UNIT HEIGHT / \ PERIMETER1 SEALANT 1 1 BY OTHERS 1/4• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS —N\, a WOOD SCREW INSTALLATION ANCHOR 3/83/8' MIN. C WOOD BUCK BY OTHERS . MIST. SEE SHEET 6 FO D• CONNECTION DETAILS a .• CAULK BETWEEN 6! ...• CONCRETE/MASONRY NCRETE/ MASONRY 6 2X ' 1 Lr MIN BY OTHERS W000 BUCK BY OTHERS EMBEDMENT VERTICAL SECTION q SNu • 2X WOOD BUCK NataN SilverLine 9171 ac :avFawe a,vc n fw Yu•,vcca w opo, M T7'V1.111ig0 O 1/4" MAX MM 3/S EDGE DISTANCE SHIM SPACE A 2 NN O M S zz OC = J V N p O v SASH REINFORCING w Z o v m t SEE SHEET 6 FOR R UIREMENTSEQ MIN. 3 THREADS uj r O SEE Gta2ING PENETRATION BEYOND W C m DETAIL SHEET 6 METAL STRUCTUREAwo < m W o INTERIOR 48 GR. 5 SELF -TAPPING SCREW h : INSTALLATION ANCHOR a METAL STUD BY OTHERS.' SEE SHEET 1 INSTALLATION NOTE 14 O m J EXTERIOR FINISH V) BY OTHERS EXTERIOR PERIMETER SEALANT O BY OTHERS E.{ 0 vO.A. m UNIT H d U. zWIDTHW/ 9ui HORIZONTAL SECTION 4 IAMB • METAL STUD NMt FIN N $ 61 F z Z O VG sH: SW0002 NEET: 4 OF 6 010 WOOD SCREW 3/4, INSTALLATION ANCHOR EDGE DISTANCECONCRETE/ MASONRY BY OTHERS CAULK BETWEEN GONCRETE/MASONRY ° 8Y OTHERS '::.'....... . EXTERIOR FINISH .. . 2X WOOD SUCK/STUD BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS SASH 1 SEE SHEET 6 FOR RI 11/2• MM EMBEDMENT 1 10, SHIPERIMETERSEALANT _ , SHIM SPACE MAX BY OTHERS 1 A. EXTERIOR / INTERIOR UNIT / HEIGHT I SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION S HEAD - ZX WOOD SUCK THROUGH FRAME SEE 6LAZING DETAIL, SWEET 6 EXTERIOR O. A. UNIT HEI6MT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS PRECAST SAL BY OTHERS 3/ 16' ITW TAPCON INSTALLATION ANCHOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620 P/ N W2"5.2)' DETAIL AT RIGHT FOR INSTALL. REQ. 1/ 4' MAX r SHIM SPACE SEE DETAIL INTERIOR EXTERIOR 1/ 4• MAX SHIM SPACE MIN. 3 THREADS PENETRATION BEYOND S METAL STRUCTURE MIR 1/2' EDGE DISTANCE F- fi S JlO Gk 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS CIA UNIT --{ WIDTH QHORIZONTAL SECTION S WAS - METAL TUBE/STUOONAPPROVEOMUWOH THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE 414 DIA. 1 1 1/4"MIR EMBEDMENT 6/ 4' MINA ° EDGE DISTANCE p VERTICAL SECTION 5 su-CONCRETE/MASONRY THROUGH FRAME D( 2)6,0000 N_ INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-29"-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHOR D•1G REQUIREMENTS: A, FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIR 1-1/4• EMBEDMENT, MIN. 1-3/4• EDGE OISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF-ORILLTNG SCREWS, 6R 5, PER STRAP. MIN, 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1- 1/2• EMBEDMENT, MIN. I' EDGE DISTANCE, Silver demnwql, 04 earcat•t atw Mom n• avt.ntaoo ti m O viW8 ZG'• , n O • ^ t S Ova L g$ W= c e v Z'm < S < vWi T p < W v ~ Z < yt W y _ n M f O . e tntlutt` t E m VI a?DZ Vl NZ aOW6 sF: SW0002 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS, VERTICAL SECTION H HORIZONTAL SECTION MEETNG SIRE 6 INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X). DESIGN PRESSURE •/- 35 PSF 36 X $4, (O/X), DE5I6N PRESSURE •/- 35 PSF 38 X 74. (CM. DESIGN PRESSURE •/• 50 P5F 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X $4. (O/X-OM, DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 106 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1 r-STEELINTERMEOIATEFRAME'LARGE'REINFORCING IS NOTREQUIREDREQUIRED FOR THE FOLLOWING SIZE/RATZN65: 76 X 62, (O/X-O/X), OESIGN PRESSURE •/- 35 PSF 1 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: AU. SLAMSCONFIGVRATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 3/ 8' Oit. I.G. GN.A55 EXTERIOR / INNTERIOR 0 MIN. GLASS BITE Vr 1/ 8' SETTING BLOCK GLAZING DETAIL 1 NOTE: L LOCATIONOF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/ 41 ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER L I V4• MW. EMBEDMENT Z' MIN. EWE DISTANCE ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 Vr MIN EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS SUCK INSTALLATION DETAIL SilverUne aArdersm 5711 Ort 3Qwftj tows o•. w w ,wut w ao or nc pnusa7a Y < y Vl MzVz WxZ K = O ~ m < ui W Z U, ZN 4C'{ma_ 0 1 a j z`: N 2 Z. 00O 3 %<-Z z 0 OW6 u: SW0002 SHEET: A OF 6 G r/\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norcro, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' 2` •• iO r 7 - r ON Hermesrd!fJFio, P.E. Florida No. 73778 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Silver Line Building Products Windows Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL*: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61h 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 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 r BUILDING DROPS FL*: FL19715 A\\) A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 89241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/ 14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR it 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. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (U), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1/2/2018 Florida Building Code Online . BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts dbpr 7 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcollsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@alu mi numcoilsi nc. com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits SCIS Site Map I Links I Sear Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden O Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC150013 2017 FBC Evaluation Report 04 T4 Soffits f nal.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE:VXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL- # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 I1 ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.o Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04' Soffits final.pdf Created by Independent Third Party: Yes Backj Next, The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicena under Chapter 455, F.S., please click here . Product Approval Accepts: MERE Credit Card Safe https:ltwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 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. 16" D4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels 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. ALC15001.3 FL12194-R6 Page 2 of 3 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. F Y 'R,,A''-1i 9iF'•, 46 No 74021 STATE OF O N A 0 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL72194-R6 Page 3 of 3 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1V V1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location If - Fastener Fastener Location 11 l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Walt Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 4812F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2spaced24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12_inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.t/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch ocand securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 1617- 3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c.: ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal tx2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- inch One ( 1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 0 072-inch diameter 80/ 24F-2 12 inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch ox securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-312-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3116-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-116 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 251) min. 2.- each panel lap Wood leg staple spaced 8- finishing nail with min 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0 072-inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t801-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal tx2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. ,- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg s taple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. , anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten two lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 5- 72.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. hringshankank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED Symms section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/9" head dia. nail with min. 15V engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. SYS" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, Conc-- or Block W FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1—PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-116 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 SOFFIT STAPLE OPEN RAFTER „ 3/4' x 1/a' DIAMOND PATTERN DETAILCROWNSTAPLES ; vuniUSINGADIAMONDsrwui PATTERN FACIA 130ARD FASCIA CAP 12F-2 FACIA BOARD 1 3/4- X 1/4- CROWNjS.S. a' STAPLE ON CENTER 1-3/4- TRIM NAIL PCHANNELCANBEPAINTEDS.S. 4a' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP 0R 3/4' X 1/4' DOWN CROWN STAPLE SOFFR-• 12-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE '24" ON CENTER USING A OIAMOND PATTERN i J-CHANNEL 1-3/4- TRIM NAIL screwed to soffit S.S. 48• witPLANTEDhnell) 1/ 2• xo7/8• heaq8xd O.C. diameter screw, 16• o. c. W000 OR BLOCK SUBSTRATE SOFFIT - max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN I I DETAIL FACIABoARo .e otTwooh i ST3 ASCtA CAP 3/ 4- X 1/4- CROWN STAPLE 'B" ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194- R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.S. CAP SOFFIT-1FASCIASOFFIT 1'4' CROWN STAPLE OPEN RAFTER Eiji FASCIA 8OARO N GI S/r 14U 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT S FASCIA OETA0. F' CHANNEL SOFFIT: MAX. I6' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1W engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 7 111MI `, SOFFIT STAPLEOPENRAFTER 3/4' x 1/4' ' ; DIAMOND PATTERN1L&W CROWN STAPLES DETAIL USING A DIAMONDSWIMPATTERNFACIABOARD FASCIA CAP 16F-4 3/4' X 1/4' CROWNjTRIMMLFACIA BOARD 1 a' STAPLE ON CENTER 1-3/4' TRIM NAIL PCHANNELCAWBEPAINTEDS.S. 4a' INSTALLED WITH THE FASCIA CAP O C NAILING FLANGE UP OR 3/4' X 1/4' DOW' CROWN STAPLE SOS_ max. 16-inch span WO0D S SUBSTRATE SOFFIT &FASCIA QUAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND OETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; TO SOFFIT i FASCIFASUA F' CHANNEL DETAIL SOFFIT; MAX. 16' SPAN W SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3M 111MV00 ` SOFFIT STAPLE 015T 1 DIAMOND I DETAIL PATTERN FACIA BOARO QTVQyrlIi ST M LS / 3/4' X 1/4' CROWN STAPLE '24' jTRIMML ON CENTER USING A OUwONO PATTERN FASCIA CAP 16J-13/4' X 1/4' CROWN STAPLE 'B' ON CENTER 1FAC 4 BOARD CHANNEL TRIM NAILPAINTEDP1-3/4' S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch spanS WOOO OR BLOCK SOFFIT & FASCIA SUBSTRATE QUAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAIL FASCU BOARD PAINTED S.S. 1-34- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1'.1- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETAR. I t' TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'e1' CROWN STAPLE — FASCIA CAP; REFER TO SOFFIT & FASCIA \ DETAIL NeSYP Gallen Anchored to SOFFIT; MAX. 24' I 3/81 F- CMANNEI fera with Raftersone Id Rmq Shank Nail at every Rafter / M000 SUBSTRATE SOFFIT STAPLE DIAMONO PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SMANK FASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE 1 J' TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 I--- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA OETA0. Nominal rar syP Batten Anchored to SOFFIT; MAX. 24' f-CHANNEL Rafters dh one TO Ring Shank NaA at every Rafter WOOD SUBSTRATE ALC 15001.3 FL12194-R6 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 1 }' TRIM NAIL fASCIA 80AR0 PAINTED S.S. 146A r T-NAILS FASCIA CAP SOFf1T 1'r}' CROWN STAPLE 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I'ql' CROWN STAPLE FASCIA CAP. REFER TO SOFFIT & FASCIA OETA0. Nominal 1-s2' sYP Batten Anchored to SOFFIT: MAX. 24' F-CNANNEL Rafters with one Td Ring Shank Had at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S*---\ 1'rj' CROWN FASCIA CAP STAPLES SOFFIT USING A OIAMOIIO PATTERN; REFER TO CANTILEVERED 1'a' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL Eli FASCIA BOARD SOFFIT a FASCIA t i<' TRIM MAIL PAINTED S.S. OETAIL 24J- & 1'a' CROWNSTAPLE 24J-2 FASCIA CAP; REFERr = J TO SOFFIT t FASCIA DETAIL Nom al I' a r SVP battens scabbed between rattan; and SOFFIT; MAX. 2k' J-(NANNEL secured wan one (I)7o " shank nail straight-naded It1wou0htherafterIntotoand X000 SUBSTRATE of the Aden or two (2) Td n V spank nab tos+alled on enter side of the adem at the adanhafter Intersection t SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Flonda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-116 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR ofght8 Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5". 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 1-. 3/4" F1/8" HEM ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW W- PROW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, r 1/8" HEM 1 1/41, T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit a29m oats rn 18' BLANK 3 / 8 PROFILE ansev sr rn o 0000 00 00000 000 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit J via f/O 3 1/0 r/G 1 3 1/O S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" osrw 0 12V T" 13.75" BLANK 3/8" PROFILE 2.1 is, of 000 00000 0000 ooaoo 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6""EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturers 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 611320-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed 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. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit F,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2flin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2flin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6w Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t F`Y IR„P1GAP %''- 2017.09.01 op No 74021 10:06:18 04'00' p'.• STATE OF O • 'c O P,.• 2: Zachary R. Priest, P.E. sS ONA1-.``` Organization No. A E9641FloridaRegistrationNo. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDF) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 _V _< 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Locirtion Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location lf- Fastener Fastener Location Xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8 inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0 072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max Three (3) 18 ga 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. x 0072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond patternndo.c Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- f27 16-inch spaced 24-inch crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x t23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. ailhailsanknail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail raker with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No. 2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min. each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern ininch x 7d ring ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.t/4-inch crown through the rafter securing each panel One (1) 18 ga. - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.1l4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ringg pattern spaced 16- min. 2.25-inch x 7d ieach panel securing3/ 16-inch head spaced shank nail inch O.C. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRoveo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. 1M" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 8 \-- SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, Conc Aro or Block w FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj SOFFIT STAPLE OPEN RAFTER„ 3/4• x 1/4' DIAMOND PATTERN DETAILjLCROWNSTAPLES %% USING A DIAMOND sr/ PATTERN FACIA BOARD / FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4• TRIM NAIL 8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' CAPINSTALLEDWITHTHED.C. FASCIA NAILING FLANGE UP OR 3/4' X 1 /4' DOWN CROWN STAPLE S0- max. 12-inch span SOFFITSSUODBSTRATE SOFFIT & FASCIA 0 ETAI L ALC15001.3 FL12194-R6 Page 2 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 12J-1 OPEN RAFTER 3/4' X 1 /4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN j—Q4ANNEL 1-3/4' TRIM NAIi ocrewed to soffit PAINTED S.S. 48' with one(1) N9 x 1/21 x 3/61 head O.C. diameter ocrew, 16• O.C. WOOL) OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B nKnOw I SOFFIT STAPLE DIAMOND PATTERN I I DETAIL FACU1 BOARD ; Le' r[rvEp ram: ASCtA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARO PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARO 146ASm14U 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA OETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001 3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head dia. nail with min. 1,1" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \\-"F" CHANNEL Wood, Concur-- or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' ; DIAMOND PATTERN DETAILECROWNSTAPLES USING A DIAMOND V KTVMI srrw.ES i PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL 8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN 8E INSTALLED WITH THE PAINTED S.S. 48' FASCIA CAP NAILING FLANGE UP OR D.C. 3/4' X 1/4' CROWN STAPLE SOS_ max. 16-inch span SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIT 1'4- CROWN STAPLE OPEN RAFTER FASCIA WARD 1-q' CROWN STAPLES SOFFIT & FASCIA USING A OIAMONO DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL oo FASCIA CAP; REFER TO SOFFIT 3 FASCIA F' CHANNEL DETAIL 3/8 SOFFIT: MAX. 16' ISPAN M SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER I n ` SOFFIT STAPLE DIST I DIAMOND 0 TAI L PATTERN FACIA BOARD f/r .eTraoMi fTAi Cf / 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWNCIA 8" 1L—CHANNEL BOARDSTAPLE 1-3/4" TRIM NAIL ON CENTER 4S.S. PPAINTEDS.S. 48' FASCIA CAP O.C. X 1/4' WN STAPLE SOFFIT —max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAIL FASCIA 8OARO PAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO I'et' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OEM 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'a' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA \ OETAIL / Nominal 1 Batten Anchored to SOFFIT; MAX. 24' F-CNANNEI Rafters withifh onee Id I Ring Shank Nail of every Rafter / WO0O SUBSTRATE \ / SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'e1' CROWN STAPLE 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA OETA0. Nomialnrat' SYP Batten Anchored to SOFFIT; MAX. 24' F- CHANNEL Ralten with one Id Ring Shank Nail at every Railer MOOD SUBSTRATE ALC15001. 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PANTED S.S. u,GA t' i-NAILS CAPFASCIA SOFFIT 1'4- CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA OETAIL 2417-3 & 2417-6 1-4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1'a2' SYP Batten Anchored to SOFFIT: MAX. 24' F-CNANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. 1'4' CROWN FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO CANTTLEVEREO rq- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAIL PAINTED S.S. OETAIL 24J-1 &1'4' CROWN S(APIE 24J-2 FASCIA CAP; REFER TO SOFFIT r< FASCIA W.M*181 DETAIL e• 1' a Y syP tm'Wr a cabbed between rafters SOFFIT; MAX. 2k' J-CHANNEL tecured with one (1) 7o Mg shank nail stralOht-neaed UM9h the rafter into the end WOOD SUBSTRATE of the batten or two (2) 7d M9 stank nails losfwaed on Clown $we of the twttem at tfw batterWafler inter moon SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vu„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hffft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 1 -59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 T 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 3/8" 3/8" J-Channel 3/4" 1/8" HEM T -T 3/4" ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1 1/8" HEM T 6"FASCIA i" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 18' BLANK 3 / 8 PROFILE a117MF 00000 0 0 00000 000a 000aa 000a ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" :3/8- 13.75" BLANK 3/8" PROFILE x"r atf 0 Sr TY0 02r TP 0.12r TYV 0000 000 0000a 000 0000 0000 END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online Busine-ss 8t Profe-ssional Regulation BCIS Home I Log In ! User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff , BCIS Site Map Links I Sear Fla Product Approval pr ciiO USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE I. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I j Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%20Code%200nline. html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 11 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Parry: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Created by Independent Third Party: Yes Backo Next The State of Florida is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement • • Refund t Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wiz supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please click here . Product Approval Accepts: 00® Credit Card Safe file:///C:fUsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation EXTERIOR RESEARCH & DESIGN, I.I.C. certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/2005 620) 652-5847 Revision 23: 09/05/2027 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2027) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert 1-M. Nieminen, P.E. Florida Registration No. 59166, Florida OC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E on 09/05/2027. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l 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 lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6`h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC ( TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC ( QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorization # 9S03 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13; 09/05/2017 Page Z of 12 QOTRIN'ITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'"', Landmark'" IR, Landmark'" Pro, LandmarkTM Premium, landmark'" TL, Landmarkm Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris"" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasTM, 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 TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,I = 150 mph (V„ I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (V„I, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = ISO mph (Vu,, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate of Authorization a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/05/2027 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 2507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 2507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 1T20^". XtTt" 25. XIT 30301 XTr"" 301R: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm) (305 mm) (305 mm)--j i I+-1" (25 mm) l lant 1"(25 mm) Sealant f5sh" (145 mm) 5 t/i'para r»ood T METRIC t3Ve" - 13Ve" 131/e" 1"(25mm) Se lanl 25 mm) Figure II-J. Use four nails for envoy full sbin8fa STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeUng ASTM D4586 Type 11 is suggested. Rolling Cement Apply 1"(25 mm) spots of asphalt cooling cement under each lab corner Figure 11.4.• Use four nags and sit spots ofaspball witent on skv slopes CAUTION: Excessive use or roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20'", )W" 25, XT' 30, )M" 301R: Cut Shingles 1 — ( 25 I+ I I 2 (50 mm) _Rsmmg, I _ MShIngEaSh iap9leCap305mmShingle Figure 11.24. Cut tabs, then trim bock to nrake pip sbingles Englisb dimensions sboum). 51, rrlm) Eas goC 025 mm) mm\ Q5 bb Sh°, 6 Figure 11-2j: Installation of Caps along the bips and rlr(gas. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP17"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthorkation #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 651-SS47 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located aws shown helow. 1' (25 mn) 1' (25 mn) 11ad Lire ' MLR- mad Lire , Figure 2. Use six nailsfir rrc!1• fill Adikkile. QOTRINITYIERD STEEP SLOPE V% v SIX nails and FOUR spoLs of asphall roofing cement for teen• full shingle as shown below Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphall roofing cement meeting ASTP1 U ti5isG T) pe 11 is sings%W. Hip & Ridee for Arcadia'": Cedar Crest'", Cedar Crest'" IR i' 125 man) 1' R5 M Lcnuc, LC,c, Figara 3. Use sir candle and futir sprite of oropbrill roofing commnl oa si p slulns. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" 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's% 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. Hand - sealing adhesive 4" 1/ 4' 3/ 4" Ir 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, LLC. Evaluation Report 353Z.09.05-R33 Certificate o/Authorirotion #9503 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/Z017 Page 5 of 1Z 6.6 5M' (16 mm Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 104 o AddlLpgl ICIb ii m0red. t' 5Wfie QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement' for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. MOMLAREI t' ( mm1 Roofing Cenent 6.6.1 Hip & Ridge for Belmont* or Belmont® IR. 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18.- Sbangle• Ridge. 18• Exposure Remove tape from the right side 1Sthe g•`_ I and fasten ECOND F85/8. RIGHT FIRST LEFT Figure 17-19. Installation ojSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 353Z.09.05-R33 Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/Z017 Page 6 of 1Z 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Ilse rive nails for every full Shingle. Figure 17.4. Use frry nalls for errry fuU Grand Manor Sbangle. Carriage House Sbangle, or Centennial Stale QOTRINITYIERD STEEP SLOPE Use %even nails and three ,Trots of wphall roofing cement for every full Grand Manor Shanec. Use live nails and thrce spot., of asphalt roofing cemleni for every full Carriage Mousse Shingle and Centennial Vaic. ,%ppl f asphalt roof ng cement 1' (t5 nim) from edge of shingle Figuro /7-5).1L,phall roofing cemcmt meeting AYrM D4586 7jjx I I is sugge:si d. 01uo lm 0510.000, 0 A 010,040,0001000 Pon 16 mm) Figure 17.5. Wben hstaffing Grond dlanor Sbarlglet on sleep slopes, ate sere# nails and !bide spots of aspball roofing ,anent. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 1T 143/4" 12" 305 mm)-- --(375 mm)-- --(3D5 mm)--{ o..r'..:r,.R,.n.w rinraawrw s 1" (25 mm) Release Tape 1" (25 mm)--I 11n.. NailableT - I ea LANDMARK TL NorthGate: 13'N' 13" 13'/2" 1--(343 mm) --(330 mm)-- --(343 mm)--i I--1"(25mm) 1"(25mm) I Figure 1,34: Use four nails for erely frill sbingfes WIDE Ram lr 14 314' 1r AREA I 1305 tom) y (375 mm) —f r (305 mm) - Nadrg timb r~ 1. ( 25 mm) Upper nal Ito r (25 mm) r ewer twl ins n h 7 NaDng arou for low and standard dopes (from 2:12 to 21:12) Nal belhvwl upper 6 bra Ittas as shown above. Exterior Research and Design, LLC. Certificate oJAuthorisation #9503 6r" EDITION (2027) FBC NON-HVHZ EVALUATION Certain' reed Asphalt Roof Shingles; (620) 652-5B47 Evaluation Report 3532.09.05-Ri3 FL5444- R12 Revision 13: 09/05/Z027 Page 7 of 22 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every fuU laminated shingle. see below. Asphalt roofing cement should meet ASTNI D4586 Type 11. ,Apply I- spots of asph:dl roofing cement uncle each corner and :t about 12' to 13" in from each edge. METRIC DIMENSIONS 12'— 305 mm) i..ere•,., A&ft 1125 mm) Nail Area i For Sleep r— F- 25mm)---- 143/4' -- 12 375 mm) (305 mm) mr ow f 1"(25 mm) r 4ease Tape I Cement STEEP 12• SLOPE 1--(305 n NAILING AREA I 25 mm; LANDMARK TL NorthGate: 14-3/4' 1'(25 mm) QOTRINITYIERD 131/2" 343 mm) 13" 330 mm) 13112" 343 mm) 1 "(25 mm) I 1 "(25 mm)--1 I Figure 13•5. Use six nails caul four spols of aspbdl roofing cement on sk ep slopes 12' 305 rr 1'(25 mm: Nailing areas for steep slopes (greater than 21:12) and "Ston"alling" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark•", Landmark•" IR, Landmark'" Pro, Landmark' Premium, Landmark' TL. Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 9r/F 1 ( 305mm) I g15/tti- 2-500m-mm))415/1G 6' (125mm) I (125mm) 150mm) (150mm) Notch for Notch for Centering Centering 12' • i 131/4' • i gym) \ / \ / Notches for Alignment to ( 3 i7mm) Notches for Alignment to 5 the Top Edge of the PRevlous (18 mm) the Top Edge of the Previous (196mm) L "\- Cap for5'(125mm)Exposure L Cap for 55W(141nun) Exposure —1 English Dimension Metric Dimension Shadow Ridge" Shadow Ridge - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Ri3 Certificate alAuthorication #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 13 1/4' 337 mm) 9 27132' 250 mm) 4 ISM' (125 mm) NorthGate Ridge QOTRINITYIERD 13 1/8" 333 mm)— 168 mm I 168 mm Centering 131/4' Notch 194mx) 337 mm) Align these' I notches to to 7 5/ p mm) 19i in edgeol revious course. IT NorthGate Accessory 16—( 305MM).. laying Notch I 5• 025M) I Figura 13.2P. Use hying nok1w to center sbingles on bips and ridgm, and to locata Me correct arposum 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, I.I.C. Certificate ofAuthoriration a9503 6' EDITION (2017) F8C NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 652-5847 Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 23: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use Ove nails for each full Presidential shingle as shown below. Nailing i= 40• Guide lines (1016 mm) 5 1/4' 133nvn) . • 141/4' 11/Z 38mm) (362mm) NOTE. Apply nails on painted guideline. Figure 16-6. Fastening fivsidemtlal and Presidenlial TL Sbats sbingles on low and skmdard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nalls for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle Fab. After applying 5 nails in between the naWng guide lines, apply 4 nails I' above tab cutouts maldug certain tabs of o%wl)tiig shingle corer nails. 1' diameter asphalt tooling cement Figurer 16-7.• £askaring Prm4knlial and Pmgd nrial M sbake sbingles on sf&V slopes. 6.9.1 Hip & Ridge for Presidential Shake"'. 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 the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/$' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolasticm NPIr"" 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. 6.20 For acep slopes, use the nans and elgh spas of aspbah roonng Fignm IS• f:1'aslrnprx 11nr1rms 0ingies on ccmrnt for Garb lag Itateras shingle as shown above. Apply I' Lou -and Srandard.lropm Miami diameter spas of toogngcemem WTI D 4%61)1)e 11 For lo%v and standard slopes, use lie nails for each hill suffsed) under each tab comer. Press shingle Into place: do oa Ibatems shingle as shown abomr. expose cement. GIlrM: Too much roofing ceraem can cause shingles to busier. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate oJAuthorisotion e9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (630) 651-5847 Revision 13: 09/05/Z017 Page 10 of 1Z 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 1 2 Figure 15-14. 18 tbree piece units separate to make 54 Hatteras Act assory sbinglei 6.10.1.2 Option 2: Cut Hatteras Shingles 9„-- 230 Inn) MI) I I I I I I 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sftgles to slake coder cap. QOTRINITYIERD Fas g' 18" (460 mm) goN\\ ie 203 mm) — — `25mm1 2AOmm Figure 15-21: lnsta/tation of caps along baps and ridge & 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NPi'' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.12 LOW AND STANDARD SLOPE: ps'a STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Nilaml•Dade, SIC nails are required. Apply 1' diameter spots or asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASIM D4536'lpe 111s suggested. waffi-ft"rew w" SIX rab ibc m0s r•I25 mm1 vaWledovw cw*1— odDWudwsnl. M=.DeoreQ " Su rr b t"oAb tram oror w br Figum I1•3. Use FIVE nails for moy Higbrand Slats sbingta Figure rl •3re Use I11W nods and eigbr spots ojaspbarf ropfirtq tmaml under eacb Lab come. CAtrr10;\: Excessive use or roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for HiAland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorirotion U9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for vvm full shingle lulaled as shu%vii helule. Sewall 5-1 1-r 125,-l) 1 / `- 1S6., t Im'90 IMM) f CM - TTRINITYIERD STEEP SLOPE I'se FOUR nailbi and four s(xlts 4 asphalt rmfing cemcut for twry full shingle as shown Wow. Asph:dl rvxlfin-, cement meting X,41%1 D4586 Type II is suMp4t.•d. Apply I'(Li Olin) slwL. of :1sph:dt nxlring l'17n1911 z Shown. CAUTION: Fscessicc use of roofing ccmml can cause shingly to blister. 1—,—trs— - - - - - - us7,a6.0 TT Rooflay Cement 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest"" IR, Shadow Ridge'"', NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R33 Certificate oJAuthoriration #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 22 of 12 1/2/2018 Florida Building Code Online Ul"P1AJ11g@g5 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats 6 Facts I Publications I FBC Stall I SOS Site Map ( Unks I Sear a 4Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Roofing Underiayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underiavmen final-nd Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:lvvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGE:VXQwtDgtF2AezuadgOLAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /21?018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 Summary of Products J FL it Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.ndf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underiavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile underlayment Coated organic underiayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Undedavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Undedavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.gdf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underiayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.E jNo. 15 UL Asphalt saturated organic felt Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes https:lAvww.floHdabuilding.org/pr/pr app_dU.aspx?param=wGEVXOwtDgtF2AezualgOiAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL. SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htlp://www.tamko.com Quality Assurance: UL LLC (DUA9625) SCOPE Category: Roofing Subcategory: U n de rlaym ents Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate Surfaced Roll Roofing TAMKOO ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Undedayment shall be 40"F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 350F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKOV ASTM Tile N N N N N YUnderlayment TAMKOV Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOV No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOV TW Metal and Tile Y Y N N N YUnderlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Lipari valley applications per 1507.2 9.2 2) Wood shingles only TBP14001.4 FL12328-RB Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 cc= p STATE OF .' 4U i ss,O N AL 0 :1 nln CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-RB Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50OF except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturets recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile N N N N N YUnderlayment TAMKOV Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N YUnderlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3, REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-RB Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Y I IRI iP ITIA- CE NSF • .'!. No 74021 0 : = D STATE OF iW nll CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/1018 Florida Building Code Online Jt s . ,r',v r\e•6 •.+r7 ;•.Ns> .t•!.t . . 6. •. T•'.:• wrr•, - — rim SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Sear. Fbrkb Product Approval ppl y dbpr a USER: Public User 6W.wtgaa Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL3792-R10 Affirmation 2017 Approved 7 Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 roll affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes U No 0 N/A Product Approval Method Method 1 Option A t :17-' gi p ) Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 FL # I Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 135-2000 - NOA 160SI02S.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 08/17/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 135-2000 • ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Verified By: Miami -Dade BCCO - CER Vent shall be installed over composition shingles roofs only. 3. Created by Independent Third Party: Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Evaluation Reports 3792.2 1730 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside -HVHZ,. Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall, comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean, heights greater than 33 feet.,' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract_Expiration Date Installation Instructions, FL3792 R10 11 Lomanco 700 Series - NOA 16053028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party:, Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.2df Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By. Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes ME Next I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https:// floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI, MIAMI-DADE COUNTY ffewlk PRODUCT CONTROL SECTION I I805 SW 26 Strect, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeamWeconomv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date. 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS I00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1''A" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/ from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %:" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 0 M M. m2, M M., 700 SERIES LOUVERED ROOF VENT 0 M M. m2, M M., 700 SERIES LOUVERED ROOF VENT I DETAIL B 11.00 lbw 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 4.91 16.00 750-S SERIES LOUVERED ROOF VENT 9 i NOA No.: 16-0510.28 MIAMMADECOUPM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMIbDIADE MIAMI-DADE COUNTY ff$Wl IN PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28Ay% -A- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS I00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS I00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS l00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMMADECouNry Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 %4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 MME ME m 700 SERIES LOUVERED ROOF VENT MME ME m 700 SERIES LOUVERED ROOF VENT I 2 .w DETAIL B 11,Of1 1 b „0 750 SERIES LOUVERED ROOF VENT 911 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 s DETAIL C 16.C9 750-S SERIES LOUVERED ROOF VENT 1 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMbQADE M IAMI-DADE COUNTY fftm PRODUCT CONTROL SECTION 11805 SW 26 Strect, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AWWQA_ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS I00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS l00(A) 03/ 16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'';' aluminum annular ring shank nails. With the first nail I'''A" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail PA" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum l8" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 a a M m m 700 SERIES LOUVERED ROOF VENT a a M m m 700 SERIES LOUVERED ROOF VENT 1 20 3-1 l i 5.33. DETAIL B 11.00 16.00 1 750 SERIES LOUVERED ROOF VENT 91 101 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-5 SERIES LOWERED ROOF VENT 9 1 Q91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 Lr'.:Cjl i DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 IllIIIIIIIIIIEUVROXIM Approval Date: 06/30/16 Page 9 of 9 r.: AL 05PA"M%NT SCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BQS Site Map Unks Search a r 49. Product Approval USER: Public Userdb Product Approval Menu > Product or Application Search > Application List > Appllcadon Detail no • • FL # FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparri no@castrrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 , Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products`• FL ii Modelr Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 li NOA 17-0821.18.Ddf FL158 1110 li NOA 17-0821.19.1)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oack riE Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State or Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request,, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Ileensees licensed under Chapter 455, F.S. must provide the Department with an email address If Uiey have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts:. Credit Card Safe MIAMI•DADE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) invw.InlamidAde.zov/ec000mv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the eight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cost -Crete) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IWACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered- after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and &3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 ru to A°eoouNrr Expiration Date: 09/1.1/2018 Approval Date: 09/28/2017 Dy % Z 8/7-0/7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onllexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-S29-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2 Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, 2002, 2. Cast -Crete Quality Systenz Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details`, sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 0928/2017 E-1 Cost -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory dffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifidng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. Cff elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/11/2018 Approval Datc: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBNHTTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Depm-tment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Afiami-Dade County Department ofRegulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C-' He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11l2018 Approval Date: 09/28/2017 E-3 A& HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 1.• AReASf II.AINrd t• __- ••* 1..,,..1""a• sNn •Mll 4"' SQUO LINTEL DATA TABLE Mv: m 1Q1t1=1mnrm titL l E7l f:.f liG6 tfscr•tt r au..f sc r Ileum Irlm'. .!ltCSi Ileum EtEt anc5dl voirk^•mFGJM Zas< - Y LL4 wm rmc •a' IYPE •A' STIM Y•dmlCA r oW no m® w aa 71 7H aaa i i a -tetra lY aq rlmemm armuAmll a row= eat rUM Arrt M a a net= a orrtMler IAft Alm mm a ammum as omW= 7114m1 tot loft 119, oalaoll "-=r. %1316 m L YAr•WY MIA r,% W Y 1 "lei A H. Am A am L slfrr•\ lafmtM • AO tl olm Amtu . !ow r0 4M 0 AM AM L MM IK IN& tmo ortmws om m AK wwo MAmm L mg:m slemn f...to. I• Im ALL a m AM LL OIW r •o of am WOotm ToMA marls - 1•. VmsLol r1CF7i Una f.. stol A ri a M uoat L ..mo em •WL K of Ga •a tAa ofoc MIKE mW" a mTa . 4 nU oa omPami• CMAWMAM MM SIM t MU. FM owl m m .,we Is on uaat ARM m&no rm IML Cy PA rr'' PRODUCTRrVLbJD uNT ri 1 n aeauarta[ eAipea e r ru si jcc Mon=RUVIS1110 1C CT:.JlL-1•Rll1 r.IpptJ pfELll Ctsli[:/L\tt[si QILG'QIIfiL rl1 'L"d F-"6Ir7WR7(1EiM171.1' : , I.A : J ; l . • • -1 •• KTIN ril:!_JMMF77,7, rM ra-.MUL7t!• m:l Frs T„c m,r: i: r, -Z _ bw DowaCTsrarcnjidron.raiFrSalse9w>• [u7JA'!!il1l 7 1i i Yftlil c m, cl1„j1I..1•u:13 f("IISf r.C_i7f7 La. rT!Mr£Jro ®["d iE r[ auJIII ®DaLt7oC'1L a17 frz-j fl7T1 Vrrm91llIrr2mff2. rr7rA rZ''7t • • ^. rriasifFrF rcrrrtitt Irrie'r iu: fr af eo fryecyf eaf r au taoau+vafr ocyr t r>. fF GllK", .Iailm",.l rraavill urrurarv- Aucran rlticlta;c•_i ouaru.. llnartuf.::uc t ri.•oca 1RyfSQLifSC]i[:`.:_7iS:i f11:S:J LS:/pt:i.l[iC l:IL7Q • ' • c '1. frt i4lEL.T1rtI_`=.I riSG'7 r:L:::.[.'7rd9tl .a+oaracrrr.,n•t rr>r l+a.l ty/AA o tnrc rrn >. . a. Mini RO d7 riL"'_ 2 ILC1f r:2L•':Jff" riCl tl tnr_.`a-z•.ar rrr••fcsa/!+'.al-a n.'R.trl.;s arJ.Vt ff't'fi C'fi 1 W-um tl,.o1 LFIC]f I1I11113Mfr=IiWU CCiC4 U=d C!'iJ l.1I[4r:.i rus:_:a rmO f 17 7• - «•;. is RE 4 s r i f;rlaa[d:r aa C -A.SiT-CRETE c SIENEB& No]ES 1) YelaW J•e d m 7p,Jj! apt orw,adt oomp/r' pd wll•v A ah0vSF "mSYnmi•mllrOD! 1) A alo bd Wu Oao/ ao =dean 4 beh coded b AV. E6SpYls baols tom. am 9arrho -W IBMk*h b eman4I/! bdnr. a 3) padh Ml moM MO and hood IM16 y"ab 0 a6N «d i mbB Ill. pagcW MA ON for Jet I 14 n dodil ai A 1ue !y - I Op 1 ED0 A bbb and er awed 30 ddhctbn 4. 1 rib a aa>tW U/13 Tddkd o% beirJ cob lodes ISK&I iv moot p IM Ikdla son Q has Q,d lord v nq&vL alp l n r s M IF:lol, to be Iel t/ 4' •n, I bekanld ad l' lmedm tadod 4) aWI scot M* da a .aeeehml 1) drw Wa6 aiwMdmedbaod d 4 om Ubu,u1.10yIl) 11 aeeaml0crta talla aq My lvws7dw d an cob r 13) ao nkrka wtow d blot inl®d 6 adubr "MAB too, dd M" tk"a co* q d do= r01bd b acaad•aa atlh AM f.OL1 4Fpww adhg. If) bodw aW daAteceary the wfrd (1(od r _a fi tt bpf..adaa =word * On om*i.o wov9 ao w WINIM VnAwt b, d + Apald hrir•dd led S IA lak nr0odbd !dt babas'= bad Il) IN aapodN fall hob Ird ahaaa =0 ads Imo hm oat bw MW aaan. 16) 13r Add bm& net dan6 In. ado bd ham od Ygel kopa 6 m I» Sok bob w apak*NW alathk bd& 16) !d• bzb aW an M%W chop 04* Pw /a GM aid An 314 lo) mmhw b1 afii(Wal+) ahem. li.°fnm !r dui0ehae' SEE SAFE LATERAL LOAD VAES FOR LOAD ItAlM rj'rY: iu7y REOiFORCEOA110 AL CUU my7 i1FULLCOME 1/r C(R TYP J _ I Yi FOR 6' U NIELS v s,; i3 • ( i REflYt FOR li UMW ttr,• CR40or ONO SAFE LOADS FOR V SOLID LINTELS W-4A•!• GRAVITY TYPE LENGTH 4S8 Y-6e ( 421 PRECAST 1180 4'-Q' ( 481 PRECAST 939 4'-6' ( 341 PRECAST 769 5'-10'( 70' PRECAST 460 6'-6' ( 710 PRECAST 360 7'-6' ( 90e) PRECAST 260 9'-4' ( 1121 PRECAST 156 10'-W ( 128l PRECAST 116 12US 4- 40••• UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'-0' ( 451 PRECAST 597 320 4'-6' ( 54' PRECAST 529 258 5'-10e( 701 PRECAST 407 148 6'-6' ( 71r) PRECAST 366 118 7'-8' ( 901 PRECAST 280 87 9'-4' ( 1121 PRECAST 167 55 10-r( 126n PRECAST 152 43 12F8 12F12 12F16 1Q lode field •odd r,ar M a bmtd d a hdbar d a Old emitt. ' z. ti\!.',J. } '.i . y TYPE 9MCNAMOR r. am ac0 amu / • . •nlm o w vt¢eor'i 1HOM J2 1sm"EmI6-2B/2T p pitoD= RBVISOD 6U8 6F6 6F12 6F16 . '••;:: ocaaWl'b/ vrhhltaFladdc }tirr.l;`.. • • 4 • 0011Snl CYrb c 2/./ El d'np OdaI/8'f AW i. re' rti• i ^' trl,mt }'. . Yy'} a4Y• ti c r :V -U "+`+'•.... i• Q! •• 12F28 12F24 12F20 pR00lICfIlOVISIiA r aa' 1 '• ; b, • :* tke manmpipf mm elm Ptatda sr r o1dlalr ta n 13 —in 6F32 6F28 6F24 6F20 'yS`,N C t•SEP ER,R. WNW N a • ua nhu a DATE a~ /(/ _, Wmr CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES zo er. \ h .., FU KM 099JLS-u fYAill Nh 101IdN AWAIM lW8 ufs M14 GSGIO 11': CANO pACRD, Rt. - RG M0. a711 OpIJOCt p4 1Nd12 91[[i 1 Of 3 CAFE GRAVITY LOADS FOR fi PRECAST U.LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6118 WAS 6F12-18 8F16-IB Wn-IB 6124-18 W -1 932-10 3'-6' (421 PRECAST 23M 2675 3W2 5050 6148 7227 8297 1 9357 4'-0' (481 PRECAST 2025 2313 3W2 W50 6146 7227 8297• 9367 4'-8' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 7 5'-10'(70') PRECAST 1067 1260 2198 7 5734 7227 S297 8225 6'-6' (781 PRECAST 949 1079 1831 MO 4328 6737 8297 9357 7'-8' (901 PRECAST 779 863 1459 21U 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 860 1056 1523 2084 2795 3731 5017 10'-8'(1261 PRECAST 503 566 895 1270 1706 2236 2896 PRECAST 457 513 805 1133 1507 1952 2492 r374711'-4-(1361 12'-W(1441 PRECAST 425 477 744 1042 1377 1769 2238 PRECAST 373 417 645 895 1170 1485 1852 14'-O'(1531 PRECAST 351 392 60 835 1087 1373 1703 2087 17'-4'(W PRECAST N.R. 299 455 620 794 285 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERA. NOTE 00. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL. LOADS FAN w Owmv I6tINTFL9 4mm*" , SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 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- (90J PRECAST 222 367 116 9'-4- (iln PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4-(IM PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0-(1651 PRECAST 111 202 32 I T-4' (206-) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U•LINTELS Ci09.4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-1T 912-1T GFISAT M-IT 924-IT 6F28-1f 32-1T 3'-G' (421 PRECAST 1412 2074 2713 3356 3997 4638 5279 4'-0' (451 PRIX AST 1225 1800 2357 2913 3470 4027 4983 4'-8' (541 PRECAST 1063 1592 2054 2577 30W 3562 4055 5'-10'(70' PRECAST 031 1222 1 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 I{37 1777 2117 2457 2797 7'-6' (901 PRECAST 648 863 1249 1544eo 1840 2135 2431 9'-4- (1121 PRECAST 575 571 IN 980 to 1252 1492 1732 1972 10'-6'(I2n PRECAST 314 462 787 1121 133 1551 1766 11'-4-(1361 PRECAST 474 404 685 985 1213 1442 1145 IT-O'(1441 PRECAST 454 35704 619 688 1093 1299 1508 13'-{-(1601 PRECAST 402 308 515 736 908 1076 1247 14'-O'(1681 PRECAST 368 20 475 677 832 989 1145 17'-0(2081 PRECAST 253 j 200 MBJ 476 585 W3 0-1 THE NUMBERS 04 PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE CENEFAL NOTE Na 4 PRODUCEREVZSM BSI yagwith vaFWb Auxy anc oN - 0 2!.!8 Daa / 8 Oy hleunl ACa.* l 44 ' • d mgyCrigwft Bdt4awoso CH 579 SMER. Ft 30564 ryuuofR.P.EMN10.40758 1- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB Ru Km ma-14 sum m rm om RNt1 Mli um snym I == W: CAM fame, CE - IW. k% 4mll 1 Noma avul: 96C1 r SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 12 0-29IVW28IN10- 182o-1812F24-2012126-261V32-20 3--6' (42' PRECAST 3428 5000 5838 7619 0352 11060 12755 14436 4'-O' (481 PRECAST 2923 4232 MM 7619 9352 11060 12755 14438 4'-8' (541 PRECAST 2396 J464 5304 7619 9352 11060 17755 14435 5'-10'(70') PRECAST 1612 2320 3218 5234 8467 11060 12755 144 1 6'-6' (781 PRECAST 1383 1086 2679 4196 6421 10032 12755 144 T-6' (90l PRECAST 1135 1628 2131 3218 4576 6756 9763 1 9'-4- (1121 PRECAST 725 1216 1535 2230 3083 4167 5593 755 10'-6'(120n PRECAST 614 1043 1295 1I53 2516 3323 4334 5632 11'-4'(1361 PRECAST 515 945 1162 1649 2216 2893 3719 47 12'-0'(1441 PRECAST 450 078 1073 1513 2020 2517 3333 4205 1Y-4-(160' PRECAST 359 767 925 1294 1709 2186 2743 3409 14'-0'(160") PRECAST 321 720 865 1204 1584 2017 2451 3106 1T-4'(2081 PRECAST N.R 451D 031 001 1141 1420 1750 210 19'-4-(2321 PRECAST N.R. 343 477 700 925 1I52 1J80 1609 U7 ME Rlft= W FAMITIC M RE KM= nEN ORB MR ONE 40 FEED ADDED FMK SE GWK NM 14 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U-LINTELS ow"'O'"m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE12R06 1200-IB126FIo- 1wi- 124i10- 11 - T6626 I2163G 4'-4' (52) PRECAST 25M 2942 5466 7564 9640 1160 13M 15M 4'-6' (541 PRECAST 2319 2740 5405 7584 SRO 11669 13M 15M 5'-8' (681 PRECAST 1347 1841 3M5 GM 9640 1168 13M 1 5'-10'(701 PRECAST 1259 1755 3381 5954 9358 11669 13679 15 6'-8' (On PRECAST 924 1430 2633 4415 6804 1 1257.6 148 7'-0' (901 PRECAST 703 1203 1 2157 1 3494 5259 7922 9623, 113 9'-6' (116' PRECAST 369 813 1145142157 M 4427J 5417 6380 W TIE NUIIM Of FAWORM AYE: FIDWIT MXXXMM IM GRADE 40 FEIO AMW FUM SE GIMIL SUE 16. 4 MR 19- OGFPJICT Ill Dr FI V C A LOAD PLF LENGTH TYPE 12US 12FS RCMU S-6' (42' PRECAST 1295 484 393 4'4 (481 PRECAST 1295 4641 299 4'-6' (541 PRECAST 1049 3922 2417 5-10-(701 PRECAST 681 2547 155 6'-8' (78 J PRECAST 579 2107 123 T-8' (9n PRECAST 474 1771 91 9'-4- (1121 PRECUT 355 1328 58 10'-6'(1261 PRECAST 306 114.3 4 , 11'-4-(On PRECAST 278 1041 38 12'4(1441 PRECAST 260 971 1 34 W'-4'(1601 PRECUT 229 W-W(Imn PRECAST 216 251 17'-4 (200r) PSTRED N.R.16A65727819'-4(23n PRESTRESSED N.R. CAL V RVIC 40 4'-4' (521 PRECAST 4'-0-.(541 PRECAST 5'-8' (681 PRECAST 5'-10'(701 PRECAST 6'-8' (801 PRECAST 7'-8' (901 PRECAST 9'-8' (1161 PRECAST e ` rl.;a, U ez.i8 5 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS mr.4mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE UIO-21 IV12-211916-2112M-21121'l4-11 2T 12131-21 3'-6' (421 PRECAST 2752 14287 5613 6938 8264 9589 10915 4'-0' (40 PRECAST 23M 3721 4672 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5326 6347 7365 W54 5-10-(70) PRECAST 1623 2527 3310 4091 4875 56M 6441 6'-0' (78n PRECAST 1444 22 2972 3675 4378 5001 5784 T-6' (90' PRECAST 1257% 1767 3194 3000 03 4417 1 9'-4' (112-) PRECAST i028 4 117 2006 2590 M 36 4019 10'-4i'(126) PRECAST 920 947 1612IJ 2281 2764% 3209 3653 IV-4'030 PRECAST 858 829 1404 1982 24410 290 3364 QW(1441 PRECAST 614 753 1269j 1788 2201 2610J 3IM IS-V(1601 PRECASTV434427 1057 1485 1628 2169 2513 14'-O'(168 PRECAST974 1365 1679 1993 2309 1T-4'(2081 PRECAST05 964 1182 140 162319'-4'(2321 PRMAST593 j 617,j 1002 1167 1372 0 TIM WIM IN PMUDI 419 AXE FEMW BFDUCI= FM DUD[ 40 MO AM ffAM SE Gt1lAAl $M On 4 SAFE UPLIFT LOADS FOR 12" PRECAST Yd 2" RECESS DOOR U-LINTELS C Wrbt M I SAFE LOAD -POUNDS PER LINEAR FOOT 25 4'-4- (52') PREOAST 1626 2665 3746 241 4'-6' (54' PRECAST 15M 25C 3502 1 5'-8' (58') PRECAST 1210 2042 2850 155 5'-10'(70l PRECAST 1173 1954 2769 117 6'-8' (601 PRECAST 1020 1.536 2426 914. 7'-e' (901 PRECAST 904 1226 2163 b j9Yr r9 (I161 PRECAST 703u 771, 1472, NUVB015 W PAIRNMIMS AK FMW B@dC = I= y• E (v 0 IIDO AOIED $UK SE 00mUE WE IQ 4 V6.447 ..' PROD =asvIsw a ampWasdiqk4# Do Florida A-avl mNo o ,e3 10MOPARRVO baOi1ip // AB 6324CR679 %vimL•C1G ` 52fR16R 93584 EMU am mwCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE ILWC mW-14 1 am FO xm AQUA I WAM ILIA 7Y Milk MIAMI-DADS MIAKI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 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 reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by H)e%lmy A. Makar, P.E.,,/M.S. NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 7 Page I i- Lloz/8Z/60 :ale(l lenoaddy ZZOVIZIso sa;e(t uolpealdxg 6I'IZ80-LI ON VON iosl,uadns uotloag to i)uo:) Ianpoaa S'w "a'a `lanow -+ Auuw Ll 67 dioo laals u4Dy2u2w.ug dq .ingaj S# .iofg6/£0/fi0 PalvP ZS90ZIN-1,8# podag uouoadsul pajfjJaa3 IIIN OI dioD l aalS wny8ulw.11g ifq .ingal fi# •1Of96/IZ/60 PalvP 80ZIZLY-fi8# Iaoda?1 uouoadsul paif .1 711lIY 6 dioo laals wny8ulw.rlg dq .rnga.t fi# .ro196/90/£0 palvp SO861W-fi8# l todag uorloadsul paf t.tao IIIN 8 dtoo laals wvy8u!w.rrg dq avga.i S# jof96/SO/t;0 pamp 6hLOZW-fig# l todag uoyoadsul pajfylaD ll!N L dloj l aalS wvy8ulwlrg dq roga r fi# aO196/8Z/!0 Palvp Z££99b' 8S# IiOdag uouoadsul pafil.rao ll!N 9 oD laals wvy8ww.ug dq dvga.I S# JOf96/6Z/Z0 Pal vP fi 196IW-fi8# l.todag uotloadsul pa f l.taj ll!W S laalsr.rauly dq .jngaj £# •10.j961SZ160 palvp olZ8L0-II I Z# podall uouoadsul pof mao ll!N fi fuvdtuoD u:dsr.ro atly Xq puv4sgulssa4s-ajd tof q6/£I/II Pa;vp Sfi£8-OZ# podag uoyoadsul paVjjlaD lM Xuvdwoo uldspo aql X'q pumils 8urssa rls-a.td .rof S6/0Z/90 Palvp SLZ8-OZ# podag uorloadsul pa f liao 1 fiv Z fjolv iogn7luawa3 allrns!loo tg uatopginoS dq luawao •jof9661 lrld'Palvp fi# °l!S modag uouoadsul pa frl iaD IIIN 7 SMOI.Lvaumian 'IvRia.Lyw 'a g-d 'outs tvd 8tv o ,tq palvas puv pauSis '•g.d 'ouri.rvd 8rn.io ,fq pa wda.td `sa8nd S fi `96/! 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T d `oui ivd 8mro ,[q palvas puv pau8ls ' g•d `oui.r and 2izwD rfq paanda.id 'saSnd 61,£ 196/90/90 palup 'slaltci7 youi-8 ala.r-lsvo .iof suorinlnolnD •,I SNOIZyZao'IvO '3 Yd `uowvH ,Vjaydoj"o Xq palvas pun pau8is 'L6/0£/LO PalnP 'gZOL6Z 'ox.l.rodag 'sar.Iolv ogv7 yoavasag pa:lddy dq pa ivda.id 'y6-6ZS-Y NJ,,9Y gad 'suawioads lalurl aluouoo (g£)fo lvlol 'slapoyy Palll g' slalui7 alalouoo passa4s-aid pun isnoaad uo 8uusal lvtnxall''uo iroda.1 isa,L 'X Sicsaz 's H'd 'ould-rnd Sry r,7 xq palvas pun pau8is s8ur6w.rp yloq 7fO I laays '86/8ZIPO PaXP fi# uOrsrrta.t 26/1.0/90 PalvP 'Y d oui.mvd 81n.ra rfq pa.rvda.id ,,salgv.L pvo7 afvg lalul7 „8 -al9.t3-Isv3„ Pally `817 'ON Sur,itnaQ puv 'I fo I laays '96190/II PalvP !# uorsrnad '96/L0/90 PalvP `g'd 'our.t.cnd 8ivio dq pa.ivda.rd ,,sltvlaa uouvol cgvd lalut7 „g 9laj3-lsvD„ pally '8Qd 'om Sigm (T •I TO'£T90-96#'IdA02iddV Sf1OU2MclRWIN I Q:ffL.LIIAEnS XM(IIAA .I faL I NflaS aam:l IA a :93Nvsd2D3v AO aOLLONI auI Sfl 212.13-ise3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: I. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manualfor Pre -stressed Products dated 2002. tl, 4. At",e, e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-9821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details`. sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Lr-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department of Regulatory and Economic Resources (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. 9"1/, d Aze= e my A. Maltir, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. L Cffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete (ISA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certo ing compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST 1 PRESTRESSED CONCRETE LINTELS e TYPE "A" ]TIRRUP3 "+ 7[3R"0 BAR ^ STIRRUPS B STIRR 7•0 6Ag2RUPS TYPE "B" STIRRUPS M n ffi!=r. Manz 4" " STINEUM 1. DAT 1 atli:alll D L t 1C 3='J[i F1t:L"d[Cf QfiQ1 IE]ZL[3LF7mf/ InM2 mc=M, 71 Am PRFrAST w/ 2" RECESS DOOR U—LINTE—DATA TAOU I•aiLl.• Zftm dill.;: ii ali_Y (•iilir:e•,;rl:a.... ill,• ummC Z10 rTIFr. KM[SAElimlREM FzK=:lR,liS"".D=l E3CypG.O!]CyL.•t7tE1:1f2L•":.fTl4`'^...kCY:-J 3G'ii Lti 1I llY L,=_AWrTV, ,:. VtFL::1 L'G'il 7,'lWML7Qt cal ana r rt,. vcs: a u tr1n=' M7FKr"*l=jm SCi mullLit 11013 t7a CSC iCi`1R L'saffF1'l tlLlf: L"'J'.'.4,t![t.:: CG'I Ff i 0311 YOw , w taflA leeytsmL^• d0[ Flasll.ilON LOOa •• Rs I+.w mw atr •s w nri w app s sa. , • I= char UM "Mo mp b "M m f" raoM NraarA. a a raolwtm ar a"= LM AM alva,T as aolmaiam a mtam= tln m ra rmaa as fm Faelam ar Qmlc wa I" W. um L rmwlalo'new ,/J3 w Nnl Aua N. ear a. am m also ar amOwa Aa p M aatae q M MIM7M aa:a1®& R CN .tea M o roa oaaneONwobMAIMSawatoramltrowanlcw soaw0ratanA,N M14 m - 4. gan0/ apmPa " 6 viol ra amoam= cm IOfO° saam l scow." rmnaaa L aalgwa alalaaobl !• " ,m K roa a, ut"aa P.. aal 1S R6ATr"nta uarou. oyvPatfl""= lineal ra a. om raawaRa rasa an o[m ar Comm w 9 um w tmt Ieolalo Iona rfallataalr Oaa L atalwo_ vwm ranowsm to mkt uraa I,Im ulllal: ciao. BNy •. Inowcroevlato tww"coftacaar Mtl CRNOPARWt10 CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE LATERALLOADS FOR nwe nnwvirr l eift m mait- ORPt:AST S PRPSTRE98EDUUNTELA Ip UA6aA6Td 0AE9iAES9601Id11R6L9 4-sw*49ow SAFE LOAD - POUNDS PER LNEAR FOOT rypE l EN¢l FI e7e•ae se-n en2-0e sills-M aTle-ae arle-Ie a*m-a! OPM-lo erz4•a e024-0 ee3e•+B Rm- 6 e sr•ae eru-n 3'-8 (4Yq PRECAST 2231 Sam,3719 eta sot1064 0502 IWSI 3081 1 41111 9113 75o 1 W74 Most 11aee 4' -0' 48 PRECAST 1968 2m 1 ml U" am I net Tau 8107 2ta 1 400 11113 1517 1 014 KM 114119 4'-0' (54) • PREO44 logIM2110 Wt AA 437a 64M 4 W 21119 T 4375 f113 3501 W2 101114 ttWO 5-4` 64 PRECAST1 1217 lots 25W SID 36N 4241 fa SuwWiasS7547OW10ubd 5-101 PfE01ST 1082 JIGS J173 Sal two 2541 3410 14sl Rat 1 4SW Ink 7151 MaJ C-81 (16) PRECAST 90e 1270 2177 All 37m 43a out tin 2177 1 34W Sul am Ie39 Chll 7'-li (9 PRECAST 743 1011 Imtau 2a7s sus 3101 31aa all ga I=1 Sean still Mfi M72 9'-4' (lilt) PRECAST e 4r IN ItW Ion 2Jt1 mu tale 33U 742 124$ 1 160 2W 34® IMMI IG-Bill INiEG155T 475 on IM 2m3 MY 2143 25M 65 102 1 IM3 2993 MI SUM 4134 I1'-4'(136 PREO ST J62 60a an t3W lets 2t23 3127 00E SW 946 IUD JAWS 211M JI27 400! IF-0' 144 PRECAST J37 14a Q3 2L'i4 Im 2191 20W SSR ew on Im 1474 1 Ito un 3s4 1 PRECAST 205 471 ns 1070 sui IOe 2311 m 471 7S9 IM 1470 1 1e30 Oil 23W 14'-01 l66) PRECAST 279 424 707 IW2 I= 107 21V 2430 44Z 70 102 190 1 107 2127 2R0 14'-9'(I7 PRESTRESSED N.R to mil all ee 1a la 7 411 753 IS70 1901 1 2243 917 1712 16'4-(184) PRESTRESSED KA lot IM Ito IN I Re 1m to 417 710 1250 IM 1 2e50 0 35rs 17-i'(29e PREYtRESs<A NJI. III MR m aI Its lot JrA JW UeStof5O132a 14W w two2747 till'- t'(2J2') PRESTRESSED NA. IS lu R1 la TAGS AR 23f @0 7s0 IWI RT3 I ills 1716 21' 4'(256) PRESTRESSED NR Ift All 1W b 02A IIWi4 13R uM 2Y- 0(2A41) PRESTRESSED NA lu 11e tte IR IU Ne le' 310 7N ION IlCI Ian 24'- O'(29B'j PRESTRE55iD NR. hi K3 lit Jai 270 43o 64 ael 1e12 12L SAFE LOAD PLF LENM TYPE SUB 8F8 RCMU 3'- 8' (4Z)' PRECAST 1025 1024 1598 4'- T (4n PRECAST 765 763 1309 V- r •(541 PRECAST 692 591 1073 5' 4 (441 PRECAST 411 411 745 5'- Iflm7 PRECAST 340 339 016 6'- 8' (N) PRECAST 507 721 490 1'- 61 (on PRECAST 424 534 363 9'- 4' (112) PRWAST 326 • W 2 230 l0'- 6'(12Bj PRECAST 284 401 180 11'- 4'(1JInPRECJST 260 02 154 12'- T(1441 PRECAST 244 402 137 IV- 4'(1601PRECAST 217 324 150 14'- e(168) PRECAST 205 293 100 14W( 176j PRESlM= N.R. 2134 91 15- 4-(1541 PRESIREM N.R. 259 83 11- 0 WSJ PRE5TRE55iD N.R. 194 64 19'- 4(234) PRESTRESSED N.R. 148 52 21'- 4'(2561 PRESTREMED N.R. 125 42 22'- 0` (2841 FRESTREM N.R. till 40 24'- 0'(an PRESTRES510 N.R 91 33 ua= tioi irl t nans FOR 9^ PRECAST 6 PRE8TRESSEO U4MTla.S 4- M-41047W' SAFE WAD - POUNDS PER LINEAR FOOT Type LENWM Aie- 11 aro- 2r A 7 2- ert2- a An1- 1T via- 21 I IT UM- N 924- 1T W24- 21' an1- IT 020- 2r VM- iT Sru v I + PREP 21INS 260 24 4394 5201 foss 7W1 ISf9 2015 394 1 43M Rif 6132 7031 4'- 0' (16) PRETyLST ISO 1131s 30i0 3e15 am W70 1363 awe 3m 3815 4m sm can 8' ( 54) PREMT 1207 2aW 2R7 3373 QII 6371 IV 76w 27m 3As 4W 4711 6m1 5- 41 (84y PRf AST lots n 227s sate M" U6 4522 Imo 1 1715 nm Ims 3m 3m 45a 5- 10'(107 FRECAST im 2u3 3mm OR Sit inn, 3 3m3 4W 8'- e' (731 PREW 1, I 32s al 37 3ft2 Us- 1 IeW 321 2710 7'- 8' (gin PRECAST 39 1 1021 7023 2/77 3121l 7! 7 1u4 1124 2et5 2/N 2w 3m 9'- 4' (Tilt) PRECAST 1 7a1 f131 1474 tels 2157 um Nl eel 1316 103 tug list ulo 10'- 4'(125% PRECAST wit 5 n5 oUll 1<n 7u milt Sw an IIW 1 412 VMd 2aa 1 2340 111- 4"(136) PRECAST 414 A01 mce, 1W7 IMad 1513M IMael 411 1 4W Mob 1372 1M3 1115 21W 12'- 0' 144q PRECAST I470 470 R4 Le 11 1359 1515 470 1 530 Mad 1302 IIW 1518=1 WSW IS4 1m.I PRECAST 4{ e 3W W7 7m oil 1147 13U cd Its. 4W Mglts9 418 i t0v 14' 41' tse7 PRECAST 3e4 350 eW 714 aeo 1 2A 410 4n 7D im in 15M IIoT 14'- 81 17n PRESIRE'SSEt7 2p ago au ne MI{ 246 315 two1W 1303 Isis 1734 13'- 4'(181 PFIESTRES`FD 224 313 Ro 07 Teo an to% 2m 3os Is Ae 1 IIW 9 I7'- 4'(206) PRESTRESSED 10 In 203 300 W1 Gil 740 all 1 754 ILI 473 t9'- 4't2327 PRESTRESSED In tN 349 td4 647 447 a In 213 429 In 841.4 1059ad 237 21'- 4'(25S) PRSIRESSEO 142 142 SM 231 3m 373 303 M7 M 4W 72t sea to as 04e 2.- 0-(201) PRESTRESSE9 137 1of 21S Ito 402 540 Aso IA 72a 35/ sq 10 ea 1111 24'- O'(286)PRESIRESSED 131 170 267 mmu fIfF45A I24 202 3l/ a01 676 1) THE NUII= IN PNRENR = ARE PERCENT REOUCT= FOR CRADE 40 SEE CENTRAL NOTE RD. 18 ON BEET 3 CF 3. d) RELO ADDED POW SEE fiNQ+41 NOTE NO. 4 ON S M 3 OF J. raDln7cTRermll o PRODUCT W MUD w watOytna milli Ow FlOrfdt 00000 loePla<lat a a D°aEteO blo 0i 0 t OOepOip` b ad4eigowkt= wMa, a19 Ass 71' d o227•/5 IIe1e 2o2i AkaOxt o :ii 22 cewa re1C12a1 NItt2' S - SHEET 3 OF S 1I4I:111111: 211 mt t'LMIZAI r% I r a.w.c .w CE)ffRAL fift NQ 4 ON S M 3 OF l N 0tSucrR" gvD i W° p01NN a'6h16o04M4 ' Z. TEoT, 1; AAIGPARR0r0 ! f L vi•Z 6924CRb7A O R l VV\+ FNER R. 33584 FL.P. E.UC.N0.44756 CR ultt4» iT— ETE 8" LINTEL FABRICATION DETAILS SAFE GRAYTIY LOADS FOR r PRECAST w/ r RECESS DOOR U41MLS m_*w" SAFE LOAD - POUNDS PER uwAR FOOT TYPE LENGTH au m" mm V11 ants ae alola m eoao 0*40 W*411 W14-1 Ittflb-0 11022-t Sri -le Wnc.-I 4'-4' 7 P1tETJ1ST 1035 INS 37SR MW 430 Sala 5W NO lest 3Saf 5101 sm 4060 e47a 105a3 4' -0' (547 PRETAST 1494 4515 300 tear 3951 4144 M4 ON 4 3m 6a3f am 471 wo 5'-8' (OB' PREOASTW1113 A 17I6 21A r339 3102 JOOe 401 45a7 asee a0 ml au 10°(10 PREtXST low 2124 Se4e 3174 37M 342 4242 6aJf t WW6'' 80') PRECAST 73 312D Sae Ira f44e norDs31m6WA7f76SIM10e 7 -6' (907 PRQ AST 10 24" 3770 d/A nX JIM 41 245f 377e 519-0' 11B7 PREdSN 9a 1590 RW 3120 all 3141 ff ISO$ 2W 312f rb0 6O01 P) TKE NlIY9ERS N PARMHESIS ARE PER NF REDUCTIONS FOR OWE 40 FMD ADDED REM SEE OEWRAL NOTE W. 4 GEM 140 5 t) i' r Ltrwrl "I - tom Fd d p Sp1 k1od1, g•1 Q70 ipr YwygMIN YAyWq 27 01pa ntruylyYn ISM f! g t i W ma Wtr.ti S lai 3) liar& Id NNW Now Not Pal Idr. 4) gbg owimY i0nsub Y"m so PrCreeg y( wo rcha4lrryEna71arf-f rtl to 61t2 (6 - QgOi gr a to A aai .t o deaddd irxGks 9r alma O'-1• d imw M6 7RtOt e.N UIM 41ggul ykNaIN a1rYs &Wnnmswid 0 9w. obl w* a wp1.0. Aari Cp+r J7 plor aV IN ardUW IN M A 14WL at/a Ar.aOardrlb ra. b aW d `Nv* r" W dnow all ml g wM ip o, reAa g bobml from d W .M 1. W to) eR . No am 1 adb. Sell gild rrlr le k batrf i 0• t•Q al Oo god ardlr. BAFELATE(ALLOADOFOR r PREOAST 1d V RECESS DOOR UAIRTELS p SAFELOAD PLF LENGTH TYPE 8RU8 8RF6 RCMU 4'-4q (52' PROM 758 1 757 1164 4'-8' (341 PAEGLST 094 693 1073 5-B' (R8') W..,mT 408 407 655 Y-10' (701 PRECAST 362 381 616 C-r (8C7 PRmw 595 788 464 7'-8' (201 PRMAST 809 674 363 9'-C (I W) PRM AST 370 490 214 4 SEE CENERAI. NOW 18 t8 ai wwe f `rlgiilaA 1I b o NAA . a o..6 b mma.1. l 14) lr6 { wy40 M 6. dotd I& 9 aui>t.ala7Y0 iS6 O. 1'ola q.ifac road rr 1l.tr m w WRONG 001 1Q Rt cw:pmo Odd Woo ad 00% m _% bw live ad ar Now abed 141 to add kwo oil *m ib t•ft lyd ao .•6 bagel w ftm 177 sale Ya — a, II d wdk loft IQ sob hok Y.r4 a l.2wd dear adlb w aAr0 fix Not Ap sm to) s a=,ba ry 01r I!,°o6 id Sr O iso e 1/2' all 4 SEE SRFE U A LOAD 1i19115 FORug,m/ 1g0p1 1I1 I tW, M RILL MWK REM 10 or OW SAFE UPLIFT LOADS FOR r PRECAST w/ 2" RECESS DOOR U-LINTELS i4-04rre SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Mfa-11 10-1 AWW4- 1ri.- 1 GFle- Milo-tl star-rr o- ono-:ear- am- wm- 4'-4* (3n PROW as 1655 uM 3751 4445 0140 See IM 2362 1131 4445 5140 4'-Ir 54 PRECAST7 m Iw 2172 1 4375 U43 AV IOU 2D2 3a07 42M 4141 5'-8' (867 PRECAST as 1 77f7 les4 3Ja7 3f11 0n rm 1707 LS4 37a1 3211 V-I(r(701 PRM49 ass Iw 174 r21 WJ6 MUIvegVA12II1746V13 8'-8' (80'J PEtF) AST S74 m 1 19e0 2426 2a sS70100IwoIm1421 217a7'-6' 90' PREGST ws 7Q S3a4 ' 119S 2100 2973"tra2166 ef7/ 6° set tr2t e b5 530 1072 13ea 201a 1) THE NUMBERS N PAREN91E95 ARE PERM REDWMNS FOR ME 40 FBB ADDED REEK SEE ODBRAL NONE NO. 4 FS BF32 BEYS. rI3U.Et f r• a I Q8F1 aoQa¢ am7n-i i2rPlda A-momaWr/4)-umilm 6--1B/IT L v FtaREVA 1-1/2' CUAR g g CAM I Wale L of t164ISM dorm Rolm= NDVIS6D r K11Ni anon N 1m g ai0t t5. Fla dd ag. - im per,`:_',, YyiZ 7`'"' Canllw CAAIOPARtTR40 a= gruortm vVbft1vftIbftN. Amp N. 4Z 6 0394CR5M BEFRGR R. =64 I. 1rZrfla..a:...:.a. n... . ............ .-......- nr.:• LINTELr DETAILSWEla 1tmL0 s<G`iu"Y/ 1LYf,"I Cd'71,11 f !+I Rrr 7,FA Q a o _ © .I.... ruor r _ M IAM I -DADS MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inny.miamidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 1.2" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufachuees 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 Building Official. This NOA revises NOA ff 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.7 8 rrt t aneeoutvrr <i-y Expiration Date: 09111/2018 U' Approval Date: 09/ 28/2017 09 l Z g` Z o 1 y Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality &stem'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, 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., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel We Load Tables`; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow ces (Ra. E. MATERIAL CERTIFICATIONS 1. None. d. wtlzl elmy, A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing 1& FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of dated 03124103 and Drawing No. LT4612, tilled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for 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 I. By hfiami-Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory mid Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A.1vlakar, P.L., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 4MZT. O l HIGH STRENGTH PRECAST AND PRESTRESSEO CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE 1 yer ii kin FRwM1;39MM]® Or" rtuears, rAla, R7G rul:a—rt A" PRFCAST u—LINTEL DATA TABLE EMIR RON trric war CfC J 1::1rF1il:J MIAMEr MrOGJt%eTL.SII7G.r?LlVum t</ FcryrZ.lrlr r:t:is.lrsan rm rc,a r .t 1111!A 1ffIL-rdfvnJITIF" ro Falac r; 0s rur rra'a t12t':'rr 29rr>• rr{est rnF!7rff9TW!nd rV Iil91'',arFZ-Arut_::rr.car 1rrSt'7rrs-:.iRit'SIFL"rt7 mcv 10t3'J rt>r.u_.1rC'aa r:l!i lrt-ar t>• rrar r m r tau, IT4Sia r ts_1:: rr5 IIIv rreDIESFi7117E7rtl:s!JILCSRr`="•-" a ac.o rrel+efi;aFr rsir.uc reuL:. rrc acu r'lo'L. 7YPE 'e" TYPE 'A"_SjIJW A v I ol m Ilp fafraRr/lal IlfrmWmy a rNalmm Pot nm = A/IiOaL a a arfotatlmryC/rarNr IAler Alm wm+ of amfwoaim an otuaR Imm INC rCom m ew- maIlmaNcam um ao. L somas new rpt of am ale N. rA. no A was ala7rlfa u101aa1 a AD a OWN MW • taoa ry aA1T a me ala L WO W lr L aaoa r shoe• falls AK CKWa I MM L aOifmi Ffamlm 1% . as r! M m a am AM tl !OI fil am as w M aaarRaN a" ITS tayta - O W lR " Wo6q to . VW VA fill A !m sass aflvm ally TWO A. alyr NOMMO CAC AAr MAIN Will, MW im L armyaOIIILKGl Ya as am to K raa •la OIl t Alwlf rlml CAW CM m r Am Is lm {!IW Aria gKop" FROM a" I.I. Aqa, { Y'LrPL Ju Y Y!•t <fili"y' i17 I' 111(, Ji Y.131 a:ia:ucl u 1•.cacr F,[SSiCA CC' 711:1f ®F7L ^ r>r1M F 113ffAFL•LCr".-.71F_Ifi."_".I[GIA VLBUIJ f LYtA G9rr tG'>•t] C l/clJa ji/ftL•J' tG7 tl^I Il CV.1rK1 ! eayi ali[ie) ic•t >te ac:s ut ve ss r>~2,.10a 1 rre,+r,er& le K,.acouarl' 469-ImmF7t T1M=- F7f1M:I f{r,Ls'Jf'LRirni'. !!f'rlr i• 15FICiTRIa'r1ArClLal fl"i[ Z CL' SiE^1:2[t3.fCG'Jlill:_dD"Si mJ\ 1 PRGDUCT Wrr13UD arcorgAylrmwUhllwflaijy oa0ar.,r Coro Wao/I MAO PRfM_ oomPtYlay. n•SI IhaFlatlJa pldldWIto 0 0 . 03 r i am CR 679 SffFM1EFI FL 3M fIZ= a mo PRECAST AND PRESTRESSED LINTEL DETAILS uuy..'' <\ Jt ryc aua omntl/ sun 0 imua uws scu0 u troa acn GrWa Rl MAA AaQO rt OarM Will %am 1 ar t l i GME88L1iKFI Q tlwnds io gag, fn1d a fldod :ae000 p 1.. E • t("oo pd b01~OpgYr! 2) N ob b•1 Umm a.ml a °iiva { mldod 6-11* j bob (W i 1 dI m 1du • i/2 t.dla 3) F." fa Irxw w ow how W& paer ava•a . a tau ar. b paalasd. bfcdo the paid rado10m fa dead r S) r, tabb m.t a .mod d.lbcoo i1meA1lem cado tr to VIw &dl^bow 0U.0. W tota° IRayi .p.th FW* &Gdbn a) ser. OW w4b .1.•r.A 7) 4' mW admL 6c°...ybr, is Wdod ./ a eimlab. atm W ad q / ills dwro taw m.t °mipy ah 04 a hl"M I oddaptowolop mhrai . q ohm t k.erd d-"q G.bw eWe 14 • y 3-t ' bq °Alm dta ab b mmft IJ) IM a 900M eddr, d° adjpWW b °m, room waedshAM 0-moonalbw Wa+ Q. W coCgo 14) bob dale a' a tr W mitla!y'A5 w Mefco.", C 1ppW .vYad M/ 4 e1 Mf°dd ba0 S IA sd• ntmd bd sar• b.a t0) fa m qo& Odd Wb W atlaq ma mh b.d fnm MA kW W aa•.L IQ Pot wd br4b nA sd..a bs..ab bd km sat I°Aot kno dw& 17) 3& bob am ap°5q.d doWAs bNa Id) Soh bads a.e a °Ap.W *dp aa*& pw #0 lDdO apdd AD 3M 11) s" bmb °7- iinL tROU) a0.. Oui°Id Su ddea aibn SEE SIDE LAM& LOAD TABLES FOR LOAD IIAIM RSY.{i7^: cw Oro REAL oou tIR IMP1/r A. 1) 15 mm FOR a tKw 5 RLHAR FOR Ir UNIFLS GR40 or OW SAFE LOADS FOR 4'1 SOLID UNTELS 4^XT-44i•21• GRAVITY TYPE LENGTH 4S8 3'-6' (421 PRECAST 1180 4'- V (481 PRECAST 959 4'-e (541 PRECAST 789 6'-10'(701 PRECAST 460 6'-8' (781 PRECAST 360 7'-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6'(125-) PRECAST 116 12U8 4w2-.l-att• UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6- (42' PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6- (Ul PRECAST 529 258 5'-10'(70' PRECAST 407 148 6'-6' (78') PRECAST 360 118 7'-6' (900 PRECAST 280 87 9'-4' (1121 PRECAST 167 55 10'-6'(126n PRECAST 152 43 12FO 12F12 12F16 11) !alma &M dW &w (. M baba d W ar3am d W tt W a1Q. 1 :%` iA i••-a ~ •• • , Y' IIn11 PRODUCi'R VWW 8U8 8F8 8F12 8F18 • • t `` y,.'} . e.amaot neilD Lao Flatfdl St 1i :. '_: ti A' NO13-0 Zl.lg n n '! {y'i :th:• s ri,' • • TYPF eEMc Analemu °° ems J1 2N8 U is ±r7: ri•. •... r rummaou/q.-aaav8 `=} "` Civi r dC a y;a..•.s{, `y A. 12F16- 28/2T ,_.`.c3., .;,. 1`J.;, ;•: •:, •;.t Yi . ,. mil m mJ Imv s. . . ;y,.:1• s.-I• 1..: •w' .:;;:;'S;; i.• .• 1 «N•,"'":iji• LEA;`.•;y i :••'e4";'i Y. .r::wi•: 01 mImafam nf ::: z' y YD.;1{' •=i•i+:;; j 1•trit•• S• ^r: cm 3 air 1 ` .s: IF • ' 12F28 1 ZF24 12F20 etl e'•• 96pfwlam QUwj \• (J i*' L Gtdld jwt010u Ph1iA] Ndamplaf1qP ` :r a• T•. w . , S.. T • 7` - Od 11 s a.ap°10P6 • • • • • • • • Lp ,p .'1,,.'CFWGPAARINO Iowa, 4-0 Ir WMQU1 VWH %0 R t0 1 . GM CR578 / 6F32 6F28 6F24 6F20 ......'4Sp C;G •,, FLP-LUC.NFLO.44760 d ac N of CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES out: 3 I e:N4'3rD RI UM FOAM PX - KL M 409 Har.41 UR12 go 1 or 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS Cw:r wera SAFE LOAD - POUNDS PER LINEAR FOOT LENQTH TYPE 6U6 I SFO-18 6F12-t OFIO-113 WA-10 6F24-16 6F28-1 6F32-18 Y-6' (421 PRECAST 2332 2675 302 5050 6148 7227 1 8297 1 9357 4'-0' (451 PRECAST 2025 2313 W92 5050 6148 7227 SM. 9357 4'-0' (541 PRECAST 1654 1887 3633 5050 6148 7227 7 1 7 5'-10'(701 PRECAST ' 1067 1260 2198 3557 5734 7227 6297 SM 6'-C (781 PRECAST 949 1078 1831 2850 4328 6737 5297 9357 7'-8' (901 PRECAST 772 SW 1459 2145 3151 4524 66M 9357 04 9'-4' (112') PRECAST 564 660 1056 1523 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 560 895 1270 1706 2238 2893 3747 11-C(1301 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 645 095 1170 1485 1852 2285 14'-O'(1681 PRECAST 351 392 605 835 1087 1373 1703 2037 17'-4'(2081 PRECAST N. 299 455 M 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRACE 40 HELD ADDED REEIAR. SEE GENERAL NOTE NM 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS MR a" 091MART Ili I"TM A SAFE L AD LENGTH APE 8U8 I 6F8 RCMU X-C (421 PRECAST 557 1055 596 4'-T (401 PRECAST 487 787 445 4'-8' (541 PRECAST 416 609 344 V-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 T-8' (90i PRECAST 222 367 116 9'-V (1121 PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 11'-4-(1361 PRECAST 139 311 49 17-O'(1441 PRECAST 131 277 44 IS-4'(160') PRECAST 117 223 35 14'-D'(168') PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 16 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS M.44" r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8/8-IT VU-11 MOAT 4F20-IT V24-IT 6F26-IT 6F32-11 Y-0' (421 PRECAST 1412 2074 2715 1356 3997 4838 5279 4'-0' (481 PRECAST 1225 IWO 2357 2913 3470 4027 4553 4'-6' (541 PRECAST 1083 1592 2064 2577 3069 3562 4055 51-10'(70') PRECAST 931 1222 1600 1979 7 2736 3114 6'-0' (781 PRECAST 723 1097 1437E 1777 2117 2457 2797 7'-6' (907 PRECAST 648 863. 1249 15H N 1840 p 2135E 2431 9'-4- (112-) PRECAST 575 571 980 1252 1492 1732 1972 fm 10'-6'(1281 PRECAST 514 482M 787 1121 133 1551 1786 11'-4'(1361 PRECAST 474 404 885 14 985 1213 1/42 1645 IY- O'(1447 PRECAST 454 I 307 819 O88 1093 1299 1506 13'- 4'(160') PRECAST 102 30B 516 T36 906 1078 1247 14'- O'(1681 PRECAST J68 285 475 677 832 989 1145 17'- 412061 PRECAST 253 208 3=9 470 535 693 80J p) THE NUMBERS IN PARENTNESLS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE CUM NOTE NO. 4 PRODUCTRHVLSFTI 8, w & Um FAmida A- 9ca No - O ZI.18 8 8y ntrol ft 0100 Flerlda YBWCRAMPARMNO6324 CR SM Cams QA .P WFNI R R. SM FL. P.E.MNO.44756 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TA6 CKM 911 0= law Fx. - IOC a 441M AAFF GRAVITY I_o00R FDR 42" PRECAST U.LINTELS 4wrr+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZus IIW20 IV12-M W15-26 IV20-31 IIR4-28 IV25.29 IS72-19 3'-8' (421 PRECAST 3428 5000 5838 7619 2 111060 12755 14436 4'-0' (481 PRECAST 2923 4232 5836 7619 9352 11060 12755 14438 4'-8' (54' PRECAST 2395 3464 5304 7019 9352 11060 IZ755 14435 5'-10'(701 PRECAST 1612 2320 3218 5234 487 11060 12755 1 , 6'-6' (781 PRECAST 13W 1960 2079 4196 6421 10032 12735 7'-6' (9n PRECAST 1136 1625 2131 3218 4676 87S8 0763 9'-4- (1121 PRECAST 795 1216 1535 22M 3083 4107 5593 1274610'-8-(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 11'-4'(1301 PRECAST 518 945 1162 1649 2216 2893 3719 12'-O'(1441 PRECAST 455 878 1 1073 1513 20M 2017 3333 4206 13'-4'(160' PRECAST 359 707 920 1204 1709 2188 2743 3409 14'-O'(168'1 PRECAST 321 7204 665 1204 1564 2017 2451 3106 17'-4'(2087 PRECAST MR 4514 631 881 1141 1428a 1750 2102 19'-4'(23n PRECAST N.P. 343 477 700,1925 1152 1360 1609 ADS MM a SAFELOAD PLF LENGTH TYPE 12U8 12F8 RCMU S-6' (42' PRECAST 1295 4841 39 4'-0' (401 PRECAST 1293 4841 299 4'-6' (34' PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 6'-8' (78') PRECAST 579 2167 12,311 7--6' (901 PRECAST 474 177) 914, 9'-4- (1121 PRECAST 355 1326 58 10'-6'(1267 PRECAST 306 1143 454C 11'-4'(IV) PAECILST 278 104112512'-O'(1441 PRECAST 260 971 13'-4'(1601 PRECAST 229 857 14'-O'(168 PRECAST 216 809 17'-4'(206 PRESTRESSW N.R. 63 19'-4'(2321 PRESTRESSED N.R. 534 Q) 0<< NUAW 44 NtOMM ARE PUMM ROAlfi = TOR a= 40 FM M= ROM SM 4t M NOTE Nn 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 12' 4mm-400" SAFE LOAD - POUNDS PER UN EAR FOOT LENGTH ---___TYPE 12806 120NOM6126FI0- i21F14- 128TI6- IHF22- 12R120- I2R 4'-e (521 PRECAST 2538 2942 5468 7564 9640 11669 13579 15M 4'-0' (541 PRECAST 2319 V40 5460 7584 9640 11669 13679 15879 5'-9' (661 PRECAST 1347 1841 3555 6395 9640 11669 13M 1567% 5'-10'(701 PRECAST 1259 1758 3351 5254 1 9398 11669 13679 15679, 0'-8' (801 PRECAST 924 1430 2833 4415 8884 1 1 1 7'-6' (90' PRECAST 703 1203 2157 3494 15259 7922 113216 9'-9' (itbl PRECAST 389 843 1451 2157 3203 4427j 5417 8380 mWAWE40Rao'MOWRmw SEM QGk71I1 FOR SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS lcmm.4 m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 1215-21 IT/12-21 I2F16-2T INN-2T 11144? 2112F32-2T 3'-6' (42) PRECAST 2751 4287 5613 6938 9264 950 10915 4'-0' (451 PRECAST 2369 J721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 9328 6347 7365 8384 5'-10'(70) PRECAST 1623 2527 3310 4992 4575 36H 6441 6'-6' (781 PRECAST 1444 2972 305 4373 5081 5784 7'-6' (901 PRECAST 1257, 1787 25&1#q 1114 S606R 4417 q 1128 9'-4' (1121 PRECAST 1028 j 117Q 2006,4 2590 3Wj 35MO 4079 10'-C(12rPRECAST 920 947 1812j,c 2281 3209 3653 ll'- 4'(13n MAST 855 829 1404 264 1982 2441 290 3384 12'- O'(144y PRECAST 814 753 1269 IM 2201 2018 3032 13'- 4-(1601 PRECAST 678 633 1057 1455 1626 2169 2513 14'- O'(16n PRECAST 822 580 974 1365 1679 1993 2309 17'- 4'(208' PRECAST 434 427 69S 964 1102 1402 1623 19'- 4'(2321 PRE1YSi 366 370 593 817 1002 1187 1372 act litAtrft PIU1r. 10 (1) THE mAAmoo IN PAAQ01em AR PdiiNf RE011CIf016 IT1R om 40 Rao am REm 3EE G AtI NOTE N0. 4 LATERAL LOADS FOR N12' RECESS DOOR U4JNTEL9 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-UNTELS PL OWNSAFE4CiWr4"m• SAFE LOAD -POUNDS PER LINEAR FOOT F7 PE 12RU812RF6 RCMU I r ----___TYPEIIETB-2t IIdf10- W14-2 12AE10- 12Nf22- Ifl076-2 IIIFIO- 4'4' ( 521 PRECAST 4'-0'• ( 541 PRECAST 5'-8' ( 68'l PRECAST 5'-10'( 70' PRECAST 6'-w ( on PRECAST 7'-8' ( 901 PRECAST 9'-8' 0189 PRECAST PRODUCrRg BWaeu'" ` Aom ^ d Bc*Vw-,- 1B oaml SEE GENERAL NOTES - SHEET 1 OF 3 PAIN of F a CRAMFARRIA10 /8 7R1 P•' •• 6324CR519 fiR R 3 5EFR4A584 °' NALE4.•° R. P.EBdC.1W01.A1F758 inE CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES R. - o4slq- I4 OKW SP o1Nw NIMAW =t R.TA MIAMFDADE 11Vt1AM1-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree% Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) invw.miamidade gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority 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 AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, PE., dated June 7,1996, last revision dated June 32, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County product Control Section. iVIISSILE 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT': The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, &4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P..E., M.S. COUNTY / NOA No. 17-0821.19 MIAMFDADE Expiration Date: OSi21/2022 09 /7-8 JZe / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of 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, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 0197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated I1/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #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 Cert fed Inspection Report #84 M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #64-W0652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. roy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84M20749 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-sh-essed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. -Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`. sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, 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. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc:. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II-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. k, d-. &-- elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER. 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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 ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F." OTHER 1. Leiter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date. 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., cert6ing compliance with the Florida Building Code, 2017 Edition. Imy, A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 AST" R T HIGH STRENGTH PRECAST AND i 1 PRESTRESSED CONCRETE LINTELS NAM an1a1 Wa r alirraOCFivrca,,, atlG t/E:.[S7uf crf io ffi i[.'IIC k7 T iCi i7t1Lr1[trcl t E'fii i-G1iClfLl i7FJ t/c3!.:76G`i k7T SAf[]G![iQIGL 10 Vtil:'rJ FP:14?10 Biris! 0 ffiii l 11 . n 11 1.1-M nATA TAW C IECL+tiil[Ilia,:l't!jvYL 1`f iif 41Y i(1`l"_''71:Ifa l7.L'1P1i;1:sJY[h 1<'.1 f11—C_.__ WV= iC]iOCim F i[.:-Fl Wa tL'r:l „T.57?I!. FltF3;'3 F3G[/ 4mL\ riti rlc cr5a rsa nag sarta:.rR..v:T,vc:i::1 nnrau 1 iiF i SCJi LT'.Sl tii'> L',R::1R,1n VtY4J F].li Ll t a ucs•t!:rwsiarus::.rn;..,.rry l z cvrav c acrs+ Ester r rm s [ c rr12Moaroar}cy[T';neuar r;n on I* a• Cyi= Oat M.O/" mm os -.' M 6Wf 100 wft—y lMfd R[NfEA6Lk0 C.0[ fAfr'Arm mod - P UM- 01 7 m mi r nslul V a IfY rim Arm AMIL r2z7.ls tws maolwmv arm um m "Dram roe "Doom Affront a is rem[mo oY =p.m Was Nm cum a foaaau:a ON !moan ISM" we moos raga omgmai a Cram! ML as 1. Alm 011t Ala AaM H n a ama u OILwow a almxnminLeo-1161RA N m J m formcom 094 m twouWAX= na: SOW Asia A la sa or wows . 4. alai va: amgoear MOM alum a mw ss a co m m, mo arm e. • ow ra mas r Mreal [AW sa rm IMMG =OR f. • 400 IA MR ALL a as Rom of loltma4rillK gria7 rara[ata[ a aim {Silt!. w OodCiga 16tr m mD r tml s, o" masm a half - aT a op.aaatwrseismm umt mriv oar GUN L mayivo•grFy w ra raata to MM lama as Wolf! Iamm IIJJ Ns PAUD{ICTQ6V{9A) 9rPbAde v: 0 p% 2!= C CM FAFMO omeRals JID imaa,Q L a FI.P.E.MM.44M CAST—CRETE 8" LINTEL FABRICATION DETAILS sort nenlni"v t Hens I:na a• PRECOST 8 PR89TRE88F3] UIJNTEI.B eta' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SA are ae me-t1 4612-01 Wil-ae adore aat ae ant-u a24-a w14-u etNe m met iff eFsr oe a32-11 S-6' (427 PAECJIST 2231 am ale] an am asu lour Oa HA 7611 t174 MM 11C1 4'-0' (4al pREOwr 1066 R4Y3 alai24D7IMf1t3750U747a34u74ICt4Iles 4' -0' (54 •PRECAST 1e199 lea a31 3731 43M N00 a m 2189 Ill] 7547 1072 1—le-! PAF1'AST7 1217tlH 1939 25W lA 3tSo 4241 la7 Sao Ca 75Q 7312 sT3] 10 5'-10-hn I PRETXiT1 1052 1105 1173 ICI 2M 2549 MOO JIM 1451 MI 4X0 d 711i smaj 5-6' (%07 PRFirIIST 90a 1231 21 30l1 3M sa3 Solt 1238 2171 34N0 5a1 Cal eas 9Cf t 1Ecw9T 7p loll fm e3! M3 iqi itat loll 1 2al US Sal Hal 1472 9'-4' (112') PRECAST a a" lift lay 2504 31al Ills 35a 782 IM 1643 2514 340 0017 10-8' 1 PRECAST 475 a35 M1247 IM MY 2W ON W 1 1052 13A 3 ZnI 3643cd 4764MI 17'-4'(13a' PFIFCItST 362 Su f4 13w 1841 2423 3117 0140 35t 1 143 lee 164S 240 31D 1 40111 1Y-O'(144q PiiECAST Jn Sic s7] 1I51 u1 203 gas M1SIO73112541111142W2105I3M 13-4' 1 PRECIISf 296 471 Tay Iola ICA I= ills sal 491 m I 10m 141e MS 2310 2111 14'-0' 16n PRECAST 279 424 703 IM Ills teal NI27 2M 49 703 1002 I3U 1117 lily IM 14'-8'(171r) PRESTRESSED NR 4311 7d1 VC Ion 2143 Z17 27t1 IT-4'(1847 PRESTRESSED NJL fm N1 Ill Nn RR Rl 710 1250 IM 2133 2310 2513 17'-4'(205j PFUME`?1) NJL fit 15 NA la 5e DO 150 ISO 133an tIa IeN 2N7 19'-4'(23f) PRESTRESSED N,R. M1. la Ilrt Nat III IOS7 T2s2 ISIS illsOIO 21'-4'(2551 PFOSTRESSEO NJLHa1H Ift 1]5B 1110III 22'-!t (264') PRElTR = U. III ISO km 744 l047 1209 IMO24-0'(M PRE =EO K& As u4 Ill loll ttn SAFE ttATERALLIUM FOR ereeen IIJ Nlc7 a SAFE LOAD PLF LEND TH TYPE SUB 8F8 RTU 3'-E' ({21• PRECAST 1025 1024 1598 4'd (461 FIVXT 765 763 1309 4'•-r ,(541 PRECAST 592 591 1073 5'-4' (041 PRECAST 411 411 745 5'-id'(m PBE w 340 339 616 0!-.r 07 PRECAST 607 1 721 490 r-r (90') PRECAST 424 634 363 9'-4' (1121 PRECAST 326 • 512 230 1d-'(120') PREOl4T 284 401 180 it'-4'(131f) PRECAST 260 452 1 154 1Y-O'(t44jPRMW 244 402 137 PRECAST 217 324 110 14'-0'(168j PRECAST 205 293 100 14'-O'(176')PRE51tE5M N.R. 2$4 91 15'-4'(164') PRFSiRESSEO N.R. no 53 17-4'(=I PAW N.R. 194 64 19'-r(232') PRESTRe= N.R. 148 52 21'-4'(2561 PRESMM NJt 125 42 22'-0'0641PRESiREM NK Ila 40 24'-0' (28n PR51100 N.R. 91 33 CAPP t1m 10T t nens FeR8- PRECASTR PRESTRESSED U4JNTEL8 44-r4-ete SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH I et1-a WIZ-0 en2-a Wit. -IF ane-2i aF20-rr et7a-2r OrH-17 en -or V211-17 o7a-a a167-rT 9=-2r 3'-' { PRI3GLST21 tut tw 4 SM 700 less 20 3534 43% IM 132 MI 0' (40') PRECAST 12a 2m am all 3 wt 1]u 23u Toss ale mo Sm on 4 -a' (647 PRECAiT 120 2M 2107 3M 4043 4711 0379 1211 2010 2M 3305 IOR 1 4711 SM 5'-4 641 PMMT 1011 171 D7o 2= M99 f 4522 lots 1715 1 2175 1 tale 3315 1 3501 1 4331 5'-10'(70 PRECAST sag tsa7 2593 f 3 4113 141 229 lal7 1 20a 1 2a3 3107 1 4M 1 4133 6'-0' (76' PRECAST I 2>?I 3231 37lu W 11 use Dlo I 3m 00 PRELIST m 1 OSHAtots tea 3fID M 11s1 1124 103 IM M 3215 9'-4' (I1Z7 PRFTJIST DO 101 Ira 1471 Intl 2 150011 lol an 1316 ISO IM 2019 1N-6'(120 Pu8IC11ST 5m ma we 1415 4a s73a 01113 010 as itm 1472 m3 20S 2349 It--4!( 13n PREOAS'1 474 nos 1W7 1D1 1517 1753 N1 QO7 1772 1943 1215 2w 1Y-0' 144 PRECJISF us 4a Tl4 as 11 I]SI Ismad 47t 5eo too Im2 isss lei 2073 13' 1 PRLCASf 41e 3t/ u7 745 Sf4 I(Q 13D 4u . 4at 7a5 itsv u 1 Isu 14'-e'(161i PRECAST 4 MIMS ffw n4 UMS 10s4 1120 23 17 0C W5 15112 1807 1M-8'(176`) PRESTRESSED231 ffia n1 ers ale tus iC in 1 1516 1734 15''4'(t84") PRFSiRESSEn17718eio 400 ea on m 12 ell 14G17'-4'(2061 1034 PF03TF SSiD330/ 19'-4' 2321 PRESiREMEDME114202 340 4R 547 7u tal 53 420 M al 12D21'-4-(25n PRESIRESSEDolSal 3C 27 5a 4C132373s37ISOS loin22'-•(2G4j PFi6STREM187 tas 78 IC elf a02a3m13mmal 24'-O'(2687 PRESTRESRD170 2a7 12 le a92 SS7202312455Gotan THE NUMM IN PABENMM ARE PFRMIT REMIC1101-5 FOR MAX 40 • SEE CF34RAL NOTE Na iS ON GEET 3 OF 3. (J) T FRO AODEO RE8AR SEE GENERAL HOTS NO. 4 ON %M 3 OF 3 FRODucr itmewm 7PROOUCRulftm m Y°B awvA1b 91t" 4 heft C Od1 C ol°,rah lie flarlda B peuee 4Ade oZ27•/S Asai111t1o tlo Q Aaepumc Nortl7ale 2OZ'L l Ilab Z i M 6YNERAL NOTES- SKEET S OF 3 MIs® Connor RE ILLUNUR ern OF e raa IIWO N2 . iy tw95 Not 11 Wt111 =11116IIWi rvn 4w lV fr CE iERAI ME Na 4 ON SKEET 3 OF S EN •• MwOJ rR6h1aD F SWa1QAW1c44 ' n Qua ° a L TE ' 1CMPA,fFM 0S24CH579 R I SEifMRR. 33M n ip)p , 4• FLPELIC•NO.44760 II It114 CRE T— TE8" LINTEL FABRICATION DETAILS care nowrry 1 nunc FOR a" PRECASTw72^ RECESS ObDR U-UWMLS w_*_" SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 2Qi118 19716-40 on MFl aWn" I3030 eae-la 00'*- LY14-10 NWWI MM-1 Na16-te tA3t- 4' (j2 PRECAST 18$ 1741 3355 s8mo 43N 5421 SM MV 1a9I S®f 5306 am am son tolls 4'-e' (S47 PR1ihLST 1{94 Isle Saes 2M 3sae 4946 5124 woo 1753 3w0 52W OW aoeo 1M76 loe9s 5'-8' (6a') PREg1ST 886 926 Im 1714 2277 2339 Mal 3960 11Q 20 4567 on 00 M7ft 23tiod 5'-ld (70 PRECAST 81C a69 IL13 No 2124 2640 3174 370a 1117 1 23R 4242 1 C0033 SHOM 740ZM SM 6'-8' PRECAST 791 901 IR13 3120 Will7747 443 7350 901 1e25 317e 1 7-r (90') PRECAST 669 7M 1490 24s9 am 7ae 1430 2459 W3129 I 9' (1187 PRECAST 411 9s6 150 ilia 62a t!9 1500 3691 SAM LATERAL LOADS FOR a• eeenaa*.49.. "eA a nnfW IIJ mvni i CA SAF I.OAD PLF LENGTH TYPE 8RU6 8RF6 RCMU V -0 (521 PRE= 758 1 757 1164 4'-6' (541 RECAST 094 693 1073 5'-8' (881 PRE= 408 407 655 5'-101(701 MAST 362 381 M G. (801 POW 595 788 464 7'-8' (001 PRECAST 509 1 674 1 363 9'-8' (116' PROA.ST 370 1 490 214 V) THE NUIMERS N PMDITHFSIS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GERM NOTE 16 FIELD ADDED RELYL SEE 086K NOTE NO. 4 12) ."7•A W .dlen4 m+.%V a a kw d IM..61. m.W. 9 If. 1b41mm- t000 Ir N p deFeuert. 300E :d. /v •p i •3 "lmugya.l 13) Le platr skin o1 yy 4di0e0 Y edoier per{. roes i dm bw Odin d dam 9001 Y -Mdaw 10IISIY 64"r Ar HVonO —11i Yp a UW n 1eW IMII9 t d d,* (aw{y 0 (1d1Qbd+ d11 6i 8pld fat Pad ar l 0 Die ded7 T 0• ayi' LMsA 170 Ip .Adkn awt Pr Aml Cr7Y lj9e Y of t AppOY wTied MN + p0ad Y6aY W S IA 3) As Gel. bd bu.l p ae3lalp 4 tl 7r a by _ yw/MM9 = « Sff. 1 7M 9 riW bl 1Q /.f mvub wd bob ad daR m .do bd to+m Cal ror b ftw Om 14 ra ad bgib at *m iM ab bd ban ad bnot dint Oma 3) IY.iN W.p14r Id ad 14W jd& 11) Sd. bob re q•MWNW aI Il both m to .0w faO4nanew" db Is) Us bob ta.d a ,v ft.l dWp waW yernA C MeOWAlln 34p p p lyilOi..iepa f. d to n Rlm ep t .r .srd Yqd owlapb jaIC.7 10gip y60 !RODIJCT YOIEWFD O. ee /{y ped3n W /1d1.6Ahq .pewwiuscb& mtbeFhrFh 0 9M 61t1 ftb o r.A A•otbm.133 -O2.2 . j9 ISOOpi 7) Go 17 rr i/.r pq br 46ft d for bo 13 f*m Dxo dh flw M ara •"d eagb bm m a00.dd DY SEE SATE 1A81A11f= q Of sl .hab•b Mb Ws Vr pb Id beW n dc0taal fp l'f1etopel.d !ta d Fpq aim ap 1j•: WIM MR EOAO Rfum FOR lY[21 R I IS IQ M.N. - IM Old 10 Oao• 9d1 alti rd• Is 4o boil d bm bfbaa d 8o bb, a.re7. 1n. CLR TV tea IBMSAFF UPLIFT LOADS FOR 9" PRECAST w/ 2• RECESS DOOR U•LINTELS 4ws 7 4-41" SAFE LOAD - POUNDS PER LINEAR FOOT Type LENGTH Wo.- IT eaa- 97 IO. 1 GWO- M on4- 1 e00` 14-1 le - I eale 1 eau- WWI OM- 11 Me - ill eQ73a- 4'- 4'. 7a..1 PRE>AST n5nTo 21a2 30u 3751 4445 eMO 906 I= 9362 3M 3731 4445 5149 4'- Ir 541 MZW W log2171 2AA 3fe7 4175 4943 8e7 IW4 II72 nM 3667 42" 4943 5'- e' (68 PRFIiISr 675 1 A97 132e 2654 3311 3911 in IS® 1 IM Mn 2839 1 3742 3311 5'- 10'(70' P)rFl.AST 1W IWW 174 2259 tm V1,161 Mu tA 2799 is I= 1746 I 22:m 27A I we A99 6'- 6' (en PRECAST 570 w 1 191D 1429 Wool33n SA too 33297'-6' 90') PRECAST sea 742 rhea 600 m 41=011110 nu as . 465 2t3oso 23311) THE MAIBEitS N PARENINEM ME PFRCENF RFDIICtIM FOR ORAOE 40 FIELD A00ED R034R SEE MOM NOTE NO. 4 TYPE DESIGNATION Am8iT3 sz 9EY8 F " F '' ar &IL taiC an 91m,81F16- 18/ IT s'.. IaIMM vwJ J I-•te0 Wl Is moll WINItmmA• 01 tUrmOla1 Al IWMb 1; 1r : i y 1 a •. • •.• GULL C1oVI is aim AT imam V 19et1 CAM tty3 f4`,r • PROD=RavLZD Acm a;osylybhg with t1K P1•tid: WMq Mm ( . EN' . •.,61dbYry ebN11t9eRhly)a : Doc 'O 19b PAMcrnovM Qa.W 10.11aride 44 d _ +MmmoPbdJ. 40 OVA OVAOR ch•. beaa,,', oz CRIl10PARANO 6 OF • an CAST— CRETE 8" LINTEL FABRICATION DETAILS i iaaw 'Aab! ia' ° •"' RL NORt M9117-1e amp. CfW U®!0. 9L - M E M 1fAb win ra SYte IGi717 , epa 6 W= 3a flat FMU M -11%. ae. 40* 101110 6a Io1 VW 3 u 3 r CITY OF - IF FIRE 0EPARTIviF01 Building &FFire Prevention Division P./Uf.P.GRMIT APPLICATION Applfeadon No: Documented Construction Value: S 51,000 Job Address: 3854 Loon Lane Historic District: Yes NoPI, Parcel ID: 17-20-31-502-0000-2230 ResidendalD Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Phone: 407-630-8119 Brandon Gibbs Fax: Name Starlight Homes FL, LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant St., Ste. 240 City, State zip: Winter Garden, FL 34787 Phone: 407-630-0119 Fag: State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: City, St, Zip: Bonding Company: n/a Address: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FIDVANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Sban be Inscribed with the date of application and the code In effect as of that date: tip Edition (2017) Florida BaUding Code Revixd Janumy 1, 2018 Permit Applicsdon ! A o'D J 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 monagemcat districts, state agencies, or federal agencies. Acceptance of permit is verification that T 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 exemted contract is required in order to calculate a plan review charge and will be considered the caiimated 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. is 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. SiVmWm of Ow=eAgem Date Print Owaer/Aemee Name Stgaaaue ofwowy-smDe of Florida pace Segtt MM of Coutraetar/AFW r c, mA un Cy I.hs g Print Contractor/Agent's Name 10 Lu 07Y C -DI 11 Sigtature ofN 'der a M Owner/Agent is Personally Known to Me or Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID Produced ID Type of W BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: Jannery 1, 2018 UTILITIES: 1. . Fire Alarm Permit: Yes No WASTEWATER: BUILDING: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001245 Date 7/24/18 Application pin number . . . 901450 Property Address . . . . . . 3854 LOON LN Parcel Number . . . . . . . . 17.20.31.502-0000-1010 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 284544 Application desc noc on file Owner Contractor STARLIGHT HOMES FLORIDA STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1065937 Permit pin number 1065937 Sub Contractor REED C & M LLC Permit Fee . . . . 60.00 Issue Date . . . . 7/24/18 Valuation . . 51000 Expiration Date . . 1/20/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1080.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 44 4:o 6T , Q FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING 6 FIRE PREVENTION 1 BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number 18-00001245 Date 7/24/18 Property Address . 3854 LOON LN Parcel Number . . . 17.20.31.502-0000-1010 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . Property Zoning . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1065937 Permit pin number 1065937 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL 14' MULHERN+KULP residential structural engineering 20 South Muple Sueel. Suite 150 • Ambler, PA 19002 p 215,546,0001 • mulhetntulp.carn June 29, 2018 38.y 4 om AI ZA-Attf Sarah Woolwine STARLIGHT HOMES - ORLANDO i8' Zys 1064 Greenwood Blvd., Suite 124 Vec e % Ved 8—J if —te Sg Lake Mary, FL 32746 Subject: Wyndham Preserve/Brisson East Community Response to /alledAntelinspec6ons M&K Project Number 181-17004 (20/73) Sarah: It has been brought to our attention that multiple lots have failed lintel inspections due to deviations from the structural drawings concerning continuous masonry lintels over adjacent windows with (1) 8" reinforced masonry cell between. It is our understanding that in lieu of continuous lintels, single span lintels have been installed over each window. Pursuant to your request we offer the following. It is an acceptable alternative to install individual masonry lintels in place of continuous lintels as specified on the structural drawings provided each lintel has a minimum bearing of 4 inches (nominal) at each end. This is acceptable for all lots in the Wyndham Preserve/Brisson East Community. -- 1 If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, MULHERN + KULP STRUCTURAL ENGIiINAIIMM James G. Principal I ustin T. Smith, P.E. Staff Engineer P.IV aAFaIlel-Rm"UL7VIAIMN-11)rAwPletme-&&m FaIVINIS-MM-AuwgWdlewleMoSes-Wpx mrPtuaw4Wu fast -Lhld& v r&vbm*a N 18-2ys SPECIFIC PURPOSE SURV EY FORMBOARD) oa O zm N WYNDHAM PRESERVE v a = LOT 101 a PB 81, PG 93) W LP s U oa TRACT A m ti NB9" u,03'E 60. 00' O Oa NOMN 8WAfa4RI. OF LOT r01 LOT 101 AREA = rJ by 7,080 S.F. +/- a coo ii 7.7• 22.0 0 7.7• 22.7 b a I STORY RESIDENCE w O LOT 102 3854 LOON LANE y DIMENSION NOTE: i o o FORMBOARD $ H z TRACT A Proposed building dimensions FFE= 27.17 shown hereon are of the exterior. h A Building Setbacks 6.7 Setbacks: Per construction pions for O 0 y C$ a N w WYNDHAM PRESERVE', City of Sanford, Z 1 of Seminole County, Florida. 7.7' 20.0 18.0 7.7' Front 25'---------------- Rear 20' Side 7.5' BILIUMIWG ]LAYOUT NOTE: Contractor and owner ore to verily all Setbacks, building dimensions, and Icyout 10, UTILITY Shown hereon prior to any construction, and EASEMENTfP) Immediately advise GeoPolnt Surveying, Inc, of any deviation from information shown hereon. Failure to do so will be of user's sole risk. LINE DATA TABLE NO. BEARING LENGTH Ll S 89-43'03" W N 89' CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD I BEARING C1 125,00' 024'00'32" 52.38' 52.00' N 78'16'41' W C2 100.00' 090'00'00" 157.08' 141.42' 1 N 45'16757" W MEP —Pool EOw ment LSGEND:AOUSSO—Access omino s brUee dewolkUcsnaedusiness / 9 /U /Si B—Bockflow revenler Sight Distance Easement S —Survey PRM—Pennonent Ref. Monument R —Reported PCP _PermanentControl Point 0 Description FP&L—norldo Power dr tight P Plot FFE—Finish Floor Elevation 0. Deed Book Water Meter O.R.—Officlol Records Book D4—Woler Volvo P.B.—Plot Book r—Flre Hydrant Pg.—Pope AC® —Reclaimed Water Motor Elsv.—Elsvotion RCDO—Recloimed Water Volvo Cone. —Concrete Coble Boa OP Brick Paver Telephone Boa SW j1dowolk Electric Bos FFE —Finished Floor Elevation Utility Pole CI —Curb Inlet 17—Cuy Pole GTl—Grote Top Inlet X[( U ht Pole B.U.E.—Public Utility Easement l__ Cagy Anchor RCP —Reinforced Conc. Pipe OU--Overhsod utilities PVC —Polyvinyl Chloride m—Storm Sewer Manhole NCS—No Comer Set (Falls In water) G Sanitary Sewer Manhole SF—SrJuoro Feet OWo —Electric Hondhole U.E. —Droinoge/Utilitlyy Easement COO —Clean Out FMCD—MAC NAIL k DISK P.K. —Parker Kolon Moil QVDO—Irrlgotlon Control Volvo F —Sign SIR —Set 1/2' Iron Rod L87768 WDO—Cole water Valve SPKD—Set P.K. Ar Disk L87768 Gos Motor FIR —Found 1/2' Iron Rod L87768 EA3Ung Grade FlP—Found 1/2' Iron Pipe L8775a 0—Blow—off Volvo FPKO—Found P.K. Noll dr Disk L07758 • ---Droinoge Flow Direction FCM—Found 4's4' Concrete Proposed Design Grade Monument FIRM L87778 Aa—Bul1t/Ealstlnr1qp CrodpdjNote: Some items in above Isoen mov not hw a T h6 No. r," X. — — N _ / W Cl rya c LOO y PcRRI( rfq0y OF cOHCRWAY CReSURVEYOR'S NOTES: 1. Current UUe information on the subject property had not been furnishedtoCouPointSurveying, Inc, at mime of this plot plan. 2 Roods, walks, and other similar Items shown hereon were token from engineering plans and are subject to survey. 3. Elevations shown heron are In lest and ors referenced to the NATIONAL CEODEiIC VERiICAL DATUM OF 1929 (KVD29). 4. Proposed grades & finished flow devotions shown heron ore from the construction plan for "WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey Is for the location and elevation of the for nboords only (TM IS NOT A BOUNDARY SUR" PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Mop Panel Number 12127C-0765H. in Flood Zone "r DESCRIPTION: LOT 101, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This CeNfies that o Survey of the hereon described property 555 Winderley Place, Suite 109 was modeundermysypefMdAr6n4eatstheStordordsofMaitland, FL 32751 Practice vet foA•Ely 1p llPd lr{e of Professional Phone: (321) 270.0440 Surveyore d: Mapp ChopIsr.Snj-1 lido Admintstrotive Fax: (813) 248-2266 code, pureugrTPiiPr472. D{7. o Stolvles. Licensed Business No. LB 7768 a: GeoPoint Surveying, Inc. es D. LOyylfle' ••....• 6915 Drown: RCA Checked:JDl P.C.: Doto File:lkMaiFaet-Plot RADA PROFESSIOIA(, ii411ipPRER No. ....„_.......... NOT VALID WITHOUT Ev61 E AND THE ORIGINAL Date: 08/ 21/16 Dwgakyeonrmt s110t Order No.: — tAISED SEAL A RIDA UCENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk , t 8 R8-COSY TESTING I.ABORATORMSy IN, Co AW 31 S. Main SL Winter Clmdm, FL 34787 PROJECT Noe 407-656-9656 ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSUY TESTS PROJECT ( I J h r 11 LV T ' (J PROCTOR CONTRACTOR ' 1- 1 RQF .CATIOM AJ rry1 r;> ", OP7`YIViW MOISTURE: ) L % REPORTED TO: . , LOCATION., 3 (, MAXY dUM . DRY DONSITY: 1 i MATERIAL: DATE TESTED: ' { LOCATWN DBPPA DRY DENSrI'Y MAX DRY DENSITY VERMW OD MOISTURE van= Res. au. n. 16s eu. n. MAR. DENSITY PERCENT r• —: c I C > C ' Vic, 2 r i 7 10. CITY OF law V!111111111111 &ANFORD WE FIRE DEPARTMENT Bailding & Fire Prevention Division PERMIT APPLICATION Application No: I ( a' t4 e 0 Documented Construction Value: $ 41 % %, 19 Job Address: 385- Loom L41 c5ANi=,04Pi LL 3Z'773 Historic District: Yes No Parcel ID: 17-20-31-502-0000-toto Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pro Construction coordinator Phone: 407-886-3729 x 163 Fax: Email:dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Street: 1064 Greenwood Blvd, Ste 124 City, State zip: Lake Mary, FL 32746 Name Energy Air Inc. Street: 5401 Energy Air Ct City, State Zip: Orlando, FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? : Contractor Information Phone: 407-886-3729 Fax: 407-781-1643 State License No.: CAC 1816317 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU TNTEND 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 ns 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 or application and the code In effect as of that date: 6t° Edition (2017) Florida Building Code Rcviscd: January 1, 2018 Permit Application 6.2 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current !CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signattae of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Dote Owner/Agent is Personally Known to Me or Produced ID Type of ID 1, /, / //,. o- 6 1,W11,q Signalure OfContruct44gcnt Date Print ConlraclorNeni s Name grwture of Notary -State of Florida Date W'vc StaZyownnesionGExpiresW202 Contracersoto Me or Produced ID Type of 1D BELOWIS FOR OFFICE USE ONLY Permits' Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories; New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: Revised: J: unuary 1, 2015 ENGINEERING: FIRE: BUILDING: Permit Application ENVIRONMENTS FOR jVj® AZW77 ('-/2-4t,5`_ SITE ID:3MI42 LOT: 101 BLOCK MOUSE 30.74 STREET: LOON LN CRY: SANFORD STATE FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTR 909STAFL BUILDER: STARLIGHT HOMES SUBDMSION: WYNDMAM PRESERVE COMMUNITY: WA PLAN: NDP IWIIW2017 PROGRAM: HERSIILW% TESTER: EFL IECC: Z009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3954 LOON LN. SANFORD. FL 32TT1 I TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Rwmft DATE: 11r202018 San I Tutor I Dave Rovells I Dab 1 1120201B I Raub /I PASS/ I TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Altk Access Pend (fully gasketed and insulated X 52 AOk drop4own Sao (fully gasketed and insulated X 5.e Recessed Lighung Futures (ICAT labeled and soela0 to d ll X 5.5 Whol"ouse Fen insulated gasketed to the opening X 7.3 Flesh air ventilation installed per program specsX Bkmwr Dow BD T BD Aawl Room Prweere Toes BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. M PROGRAM SMELL CODE SMELL S 150• WA 10.e23 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACM 50 CODE ACM 50 PROGRAM aT ow CODE of Space 0 12,169 1.559 S.1 Ndw Md Bt9m 0 BOm 2 1 0 Bdlm 3 0 Bt9m 5 0 Rm l 0 1 Rm 31 0 1 0 Btbm • 0 pin 0 CO Coleco" Energy Saw Qua01lod T EBldom P T X 60 or> Of Hw**irod Lights Mum Be CFL Or LED X Low Flow Faucets. ToOea olc? X ThnmooMT X CoMW Owen Program Level Reptdroe V W+d Lnopw.lion Medlwkd B"Imm Ham Lotalbn MantNalrer Noma LID" 01 M04119102 Meal 03 MoW 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM • WATER HEATER SYSTEM 1 FURNACE SYSTEM I HVAC OUTDOOR OUTSIDE CARRIER CH14ND030 UNIT SYSTEM 1 MVAC INDOOR COIL SYSTEM HVAC AMU (MEAT INTERIOR CARRIER F84CNP030 PUMP SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 MVAC INDOOR COIL SYSTEM 2 HVAC AMU (MEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 MVAC INDOOR COIL SYSTEM 3 HVAC AMU (MEAT PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM a MVAC INDOOR COIL SYSTEM a MVAC AMU (MEAT PUMP) BUILDING SPECIFICATIONS BUILDING CMARACTERIBIICB AS DESIGN -VALUES ASBUILT-VALUES COMMMENT Or OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA INA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R.VALUE (REM) NA NA DUCT RETURN R•VALUE REM NA NA TEST: BLOWER DOOR RESULT. PASS TESTER: Om Rwab DATE: 11 =15 SUILDING SPECIFICATIONS B LDINO.CNAWICTER18T1C8MWASDEMONMVALU PROGRAMMABLETHERMOSTATS PRI ASIBUIL'TrVALrUE-S YES l--- WATER HEATER TYPE PRIF) CONVENTIONAL ' WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF) INFILTRATION HOUSE LNG ACM REM NA - HI ,$AI CIp. 5.11 ACH a 50 PowAb FRESH AIR VENTILATION TYPE PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL rf REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION I OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME • HRSIDAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRI INTERIOR % OF CFVS PRIF INTERIOR % OF LED'S PRIF INTERIOR % OF PIN•SASED PRIF) EXTERIOR FIXTURES % CFL'S PRI EXTERIOR FIXTURES % LED'S PRI GARAGE FIXTURES % OF CFVS PRIF GARAGE FIXTURES % OF LED'S PRI DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRI SLAB DEPTH PRIF SLAB FULL PERIMETER(PROF) SLAB GRADE PRIF FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 60 FT. SERVED (CFA) TEST: DUCT BLASTER RESULT., PASS TESTER DM Rmb DATE: IIrA t018 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFLXM TARGET (CFWS) ACTUAL (% OF CFA) ACTUAL BYBTEM 1 TOTAL DUCT LEAKAGE 0 7 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF WM25) TARGET ® (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 80 FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM2S) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 SYSTEM 2 TOTAL DUCT LEAKAGE Im SYSTEM 2TOTAL DUCT LEAKAOE(% OF CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM S SG FT. SERVED (CFA) 0 SYSTEM DUCT LEAKAGE TO OUTSIDE SYSTEM DUCT LEAKAGE TO OUTSIDE SYSTEM a DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ® (CFM2B) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEW" (% OF TEST: DUCT BLASTER RESULT: PASS TESTER: -Don RwaN DATE: IlrAWI.1S CFM26) TARGET mi (CFYQ ACTUAL CFy ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM • DUCT LEAKAGE TO OUTSIDE CF=) TARGET (CFM21) ACTUAL (% OF CFA) ACTUAL SYSTEM • TOTAL DUCT LEAKAGE 0 0 SYSTEM TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL YI 1 MUM NVFP_IgirA 119 BUILDINO.CWIRACTERISTICB DUCT LEAKAGE TO OUTSIDE REM ASDESIGH&VALUEB NA ABBUIL`T-VALUER COMMMENT 0.02ECF,M23.gCFA TOTAL DUCT LEAKAGE REM NA 0.12 CF,M25MCF.A FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3854 Loon Ln Permit Office City. State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3854 Loon Ln (Lot 101) Jurisdiction Cond. Floor Area: 1981 Cond. Volume: 18423 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n R: Sinale or Multi Point Test Data HOUSE PRESSURE FLOW: 1 50 Pa 1569 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pe cfm CFM(50): 1569 ELA: 86 EgLA- 204 ACH: 5.11 SIA: .04 ACH(50) ' : 5,11 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Healing 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. Digitally signed by Dave Revelle Date: 2018.11.20 19:29:24 EST e Revelle, O=TopBuild Home SHomeServices, OU, EMAILADDRESS=dave revelle @topbuild.com, C=US Signature: Printed Name: Dave Revelle Date: 11 /20/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact no with any Questions. 10125r2017 390142EFL 14-A Iii0t-tilllilt`,.iiairitfii viint1 iu#it `:j!rCIII',*, O . - : - - 1r arflr«• tsul-lic ame Service 011I EM-49fa9• FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3854 Loon Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction hurt I Pakanp Test Rpsults CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 56 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct System Leakage Sum lines 1-4 56 Divide by 1981 Total Cond boned Floor A,9a) 0.0283 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Dlpltalby igqned by Dove Reveee Date, 201E.11 2019.29.21 EST p O CiN-Deve Revelle, WTopBudd Rater Re rd: NOfM Serv1Ces, OU, Printed Name: w ave Re11 10; 1d.= c•us RESNET is 4311088 Data: 11 /20/2018 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 011idal: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 396142EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3854 Loon Ln Permit Office: City, Stale, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction nurt I eakane Test Results CFM25 Dud Leakage Test Values Line System Outside Duct Leakage 1 System 1 56 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud System Leakage Sum lines 14 56 Divide by 1981 Total CondWoneo Fbor Ares) 0.0283 (On,Out) 1 hereby certify that the above dud testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Dipiulyy ippnnsA Dy Devs Revels Dar.291E.11 2019.29:21 EST CN- Peter Of Redd, Horne S e Revels. O•TODNOplHorneService, OU, NOW Printed Name: lu ave ReA1119 "', c-u RESNET V. 4311088 Date: 11/20/2018 Dud 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 ORfdel: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 395142EFL ZTopBuild TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdhlielon: Wyndham Presem Property Owner. Total Conditioned Floor Area: 1,981 it 2 Permit Date/No.: Conditioned Volume: 18,423 ft 3 IECC Version: 2009 Property Address: 3854 Loon Ln, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1— Testing Air Leakage) Blower Door Test 11120/2018 Measured Air Leakage: 1569 CFM @50Pa Result: PASS Air Infiltration: 5.11 Confirmed ACH ACH 50 Targets 7 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test_ _ _ 1112=018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage: 0.00% DL % Target 5 12.00% Phase Post Construction CFA: 1,981 ft 2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target 5 N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target 5 N/A Phase N/A N/A Digitally signed by Dave Revelle Dole, 2018.11.20 19:29:08 EST Rater Of Record: cN=Dave Revelle.0=TopBuild RESNET #: 4311088QnJ, Home Services. OU. wu++o4'i EMAILADDRESSudave.revelle 11/20/2018 Ctopbuild.com, C=US BPI Certification #: N/A Thank you for allomng TopBuild Home Services. Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions. Sincerely, Dave Revelle Cell: (388) 681-7452 2 dave.revell000pbuild.com * oATOAOw-l 1 475 N Williamson Blvd. Daytona Beach, FL 32114 (888) 912-7233 4-14Ba-0aY TNo form waa pr , ,, Rom EFL A'gact Manager. prepay ofTdpBulld Now Services, W- O aORAT1o~ .. x RESNET Home Energy Rating Standard Disclosure For home located at Lot 101 3854 Loon Ln, Sanford, FL 32771 City: Sanford 1. X The Rater or Raters employer is receiving a fee for providing the rating on this home. E77 1"7-0 2. Fx—1 In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. The Rater or Raters employer is: A The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. F The Rater or Raters employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed In Rater Rater Rater Rater Rater Rater Rater this home by: OR Employer Employer Employer Employer Employer Employer Employer Is In the Rater Rater Rater Rater Rater Rater Rater business of. Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at htip://resnet.us/standards/RESNET_ Mortgage_lndustry_National_HERS Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Raters Printed Name Raters Signature RESNET #: 4311088 Certification # November 20, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. 019M2014 Architectural Energy Corporation, Boulder, Colorado. 396142EFL PREPARED 11/20/18, 18:48:42 INSPECTION TICKET CITY OF SANFORD INSPECTOR:'UNIVERSAL ENGINEERING ADDRESS 854 LOON M_ SUBDIV : CONTRACTOR : STARLIGHT -HOMES FLORIDA LLC PHONE : (407) 708-0161 RESIDENTIAL* OWNER STARLIGHT HOMES FLORIDA PHONE : PARCEL 17.20.31.502-0000-1010 APPL NUMBER: 18-00001245 NEW SINGLE FAMILY HOME - DETACHED PERMIT: PLNR 00 PLUMBING - NEW RESIDENTIAL SUB: R J KIELTY PLUMBING INC REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL03 01 6/25/18 JL SEWER VRU #: 003220259 6/25/18 AP UNPB O1 6/25/18 JL PLUMBING UNDERGROUND VRU #: 003220240 6/25/18 AP PL04 01 9/06/18 SJF TUB SET VRU #: 003273120 9/06/18 AP PL04 02 10/02/18 BLDG TUB SET VRU #: 003293741 10/02/18 AP Previously approved PL04 03 10/03/18 B TUB SET VRU #: 003294429 10/03/18 P Previously approved PL05 01 11/20/18 UNV PLUMBING FINAL VRU #: 003327386 PL05 02 E, VRU #: 003328474 AND NOTES----------------------